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TfL Straord Staon, London Manhole Cover Reinstatement www.nufins.com 1966 - 2016

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Page 1: TfL Stratford Station, London Manhole Cover Reinstatementmedia.brintex.com/Occurrence/163/Brochure/4488/brochure.pdf · TfL Stratford us Station, London -Manhole over Reinstatement

TfL Stratford Station, London Manhole Cover Reinstatement

www.nufins.com 1966 - 2016

Page 2: TfL Stratford Station, London Manhole Cover Reinstatementmedia.brintex.com/Occurrence/163/Brochure/4488/brochure.pdf · TfL Stratford us Station, London -Manhole over Reinstatement

TfL Stratford Bus Station, London - Manhole Cover Reinstatement

Client:

Following careful cutting out and excavation of the transition slot, followed by thorough substrate cleaning, the frame

was repositioned and set to height with CONFIL BEDDING MORTAR. A new levelling screed was formed using

NUPATCH BEDDING MORTAR HA104 in order to provide a solid base. Once the screed mortar had sufficiently cured,

the slot was then filled to the running surface with EPIFLEX.

EPIFLEX is a flexibilised, self-compacting, resinous material that develops high bond strengths to metal, asphalt and

concrete. Loading and stresses between ironwork and all types of substrate are evenly distributed by this waterproof

material which eliminates water ingress.

Suitable for use with ironwork or composite channel-drain, gullies, frames and covers. When installed correctly in

accordance with our guidelines, this innovative system can be expected to provide a service life of 20 years and

eliminate early collapses and pothole development.

Company A For more information contact:

Head Office: 3 Walton Road, Pattinson North, Washington, Tyne & Wear, UK

t: +44(0)191 416 8360 f: +44(0)191 415 5966 e: [email protected]

w: www.nufins.com

1966 - 2016

Existing Transition Material Preparation Installation of Epiflex

Technical & Sales: +44(0)191 416 8360

At Stratford Bus Station, the existing concrete transition material had failed after a relatively short period. On

excavation, it appeared that an attempt had been made to reinforce the concrete transition, but reinforcement steel

had been placed at the interface of the concrete transition and the substrate. The top of this substrate, which

surrounded the brickwork chamber, was found to be of poor quality and weak, so was therefore removed.