Thrust and Anchor Blocks Sample Clauses

Thrust and Anchor Blocks. ‌ Concrete thrust and anchor blocks shall be formed at bends, tees and valves in accordance with the details shown on the Drawings or as directed by the Engineer. Excavation shall be made after pipelaying, and the blocks concreted immediately after excavation. The back of supports and blocks shall abut on to solid ground with all loose material being removed before concreting. No pressure shall be applied in any section of main until the concrete has achieved adequate strength and at least three day’s curing. Flexible joints shall not normally be cast in. Where the size of the block does not make this possible, additional flexible joints shall be provided no greater than half a pipe diameter beyond each face of the block.
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Thrust and Anchor Blocks. If a thrust or anchor block is required to be installed the Requisitioner is not to interfere with completed work or to excavate or backfill around or above any thrust or anchor block without ensuring that the concrete and structure of such is sufficiently and fully set to SWS‟s satisfaction. Details of the required positioning of any thrust and/or anchor blocks are to be agreed between the Requisitioner and SWS to ensure that minimal disturbance to the existing ground can be managed.
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Related to Thrust and Anchor Blocks

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