search.noResults

search.searching

dataCollection.invalidEmail
note.createNoteMessage

search.noResults

search.searching

orderForm.title

orderForm.productCode
orderForm.description
orderForm.quantity
orderForm.itemPrice
orderForm.price
orderForm.totalPrice
orderForm.deliveryDetails.billingAddress
orderForm.deliveryDetails.deliveryAddress
orderForm.noItems
Feature


FSM


th: ecification es, and specification largely governed


ocess for contractors and end-users mportance of choosing the correct


budgets to achieve a 3G pitch which replicates a natural grass surface. Typically, a dynamic base consists of a crushed limestone bed which is then topped with a shockpad (although this step is optional) before the carpet is laid. Dynamic bases are also particularly hardwearing and able to withstand significant impact – ideal for training or municipal pitches which will be in regular use throughout the year, or pitches which will double up as both rugby and football pitches. Getting the right blend of material in a dynamic base is a very specific process and crucial to guaranteeing the permeability and performance of an artificial grass surface. One of the more common errors we see when creating a dynamic base is using a blend that fails to balance the drainage and stability requirements of the pitch. To give some context, a base consisting of


2-6mm crushed limestone will offer excellent permeability and allow any water to freely drain through the pitch without waterlogging the carpet, yet will fail to deliver the requisite stability to allow the contractor to lay an even carpet. This could lead to a bumpy and uneven finished installation which would certainly be noticeable when playing on it. Conversely, a purely 0-6mm blend would offer improved stability but inferior drainage.


FSM 13


Even blends which are labelled the same


can vary considerably across the country and from quarry to quarry. In particular, the type of limestone used and the way it is crushed can impact the composition of the dynamic layer. For example, a hard or carboniferous limestone is likely to produce a less fine dust, while a softer magnesium limestone is likely produce much more dust. With minimal industry standard specification routes or legislation to follow, determining the most appropriate product can be a challenge for end-users who must rely on manufacturers and contractors to guide them correctly. Carpet manufacturers often provide a fairly specific sub-specification of what they’d like a contractor to use with their products, to ensure optimum stability and the most effective co-efficient of permeability to prevent the carpet from becoming waterlogged. However, this can vary considerably depending on the turf type and manufacturer.


Ultimately, the sub-base construction


can make or break the performance of a 3G pitch. Failing to get the right blend of aggregates can easily result in a surface that is uneven or poorly draining. In the absence of an overarching standard governing dynamic base composition, contractors must commission pitches in line with carpet manufacturer guidelines. However, the ambiguity often associated with such specifications can create room for error. With contractors ultimately bearing the responsibility of pitch construction, taking the extra time to fully understand the intricacies of dynamic base composition can be the defining factor between a happy or disgruntled end-user. For those contractors keen to know more, I’d encourage them to get in touch with a member of the Topsport Technical Sales Team. For more information on Tarmac’s range


of Topsport artificial sports surface solutions, please visit www.topsport.co.uk.


Page 1  |  Page 2  |  Page 3  |  Page 4  |  Page 5  |  Page 6  |  Page 7  |  Page 8  |  Page 9  |  Page 10  |  Page 11  |  Page 12  |  Page 13  |  Page 14  |  Page 15  |  Page 16  |  Page 17  |  Page 18  |  Page 19  |  Page 20  |  Page 21  |  Page 22  |  Page 23  |  Page 24  |  Page 25  |  Page 26  |  Page 27  |  Page 28  |  Page 29  |  Page 30  |  Page 31  |  Page 32  |  Page 33  |  Page 34  |  Page 35  |  Page 36