Common use of Joints in Concrete Clause in Contracts

Joints in Concrete. Joints in concrete shall be provided in manner and position as shown on contract drawings. In the case of water retaining structures, joints shall be made water-tight by the provision of a continuous water stop, with suitable water resistant filler material and sealant as approved by the Engineer. Joints required by the Contractor but not intended by the Exhibited Design are in principle subject to the Engineer's approval. The location and design of such joints are to be depicted in the Drawings that are then to be submitted to the Engineer in sufficient time. In determining the location of joints, the Contractor must consider the static requirements of the respective structural member, as well as the special local and climatic conditions.