Asphalt Reinforcement Rehabilitation of Concrete Pavements London Luton Airport 1988 & 1992 HaTelit ® – Polyester grid for asphalt reinforcement Situation The original Marshall asphalt runway surfacing was showing extensive reflective cracking from the expansion and construction joints of the underlying pavement quality concrete. Normally 150 mm asphalt overlay is required to reduce the risk of reflective cracking. At the west end of the

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