For all materials, products and building systems used within structural waterproofing work on Warrantied projects, we require that they are appropriately tested and approved for their intended purpose.
A lift pit is formed from masonry with a structural concrete base. The lift pit liner is then loosely laid into this structure. A further concrete screed is placed on top of the liner in the bottom, and then a leaf of masonry added internally but set away from the liner approximately 40-50mm. The resultant cavity is then filled with a lean mix concrete to form a loading coat which holds the liner in place if water pressure comes to bear against its location. In each plane, the material is intended to form a barrier to water and is ‘sandwiched’ by building fabric.
Lift pit liners presented as waterproofing solutions on Warrantied project may have test data around compressive strength, tensile strength and water absorption but lack testing data in the critical areas of water tightness and lateral water migration.
A GRP lift pit liner offers only a singular protection layer and as it is installed within a ‘sandwiched’ type construction, early detection of a defect is not possible, and subsequently no access is afforded to repair the material in the event of a defect arising. The method of ‘sandwiching’ waterproofing materials was removed from the guidance of BS8102 in the 2022 revision.
The key point for reducing the impact of failures is that any single system of protection is accessible as this is an important factor in identifying a defect and executing a repair.
For Warranty purposes, we do not accept the use of lift pit liners due to the reasons highlighted within this article.