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500 MORTAR OR CEMENT GROUT WITH FILLER
      • Standard: To SPERW, section B19.
      • Compressive strength: site specific.
      • Cement: site specific.
      • Sand/ filler: site specific.
      • Limiting values for composition:
          - Cement content (minimum): site specific.
          - Water:cement ratio (maximum): site specific.
      • Admixtures: site specific.
      • Properties of fresh grout: site specific.
      • Temperature at grouting: site specific.
      • Other requirements: site specific.

510 CEMENT GROUT
      • Standard: To SPERW, section B19.
      • Compressive strength: site specific.
      • Cement: site specific.
      • Limiting values for composition:
          - Water:cement ratio (maximum): site specific.
      • Admixtures: site specific.
      • Properties of fresh grout: site specific.
      • Temperature at grouting: site specific.
      • Other requirements: site specific.

530 REINFORCEMENT GENERALLY
      • Steel reinforcement: To site specific.
          - Type/ strength grade: site specific.
      • Supplier: Firm holding a valid certificate of approval issued under a product
          certification scheme operated by a third party certification body with appropriate
          Category 2 accreditation from the United Kingdom Accreditation Service (UKAS).
      • Other requirements: site specific.

540 COVER TO REINFORCEMENT
      • Cover (nominal): Submit proposals.
      • Method of ensuring correct cover: Submit details.

550 LAPS IN REINFORCEMENT
      • Length (minimum): site specific.

EXECUTION

610 METHOD STATEMENT
      • Requirement: Submit proposed method of installation to achieve the design
          parameters, including:
          - Details of equipment.
          - Programme showing sequence and resources.
          - Confirmation that performance requirements for load and settlement will be
             achieved.

650 PERFORMANCE OF WORKING PILES
      • Substandard performance: Give notice if the performance of any pile will be less
          than that of a similar pile whose test behaviour has been accepted.

RotF generic (intermediate) NBS 2014                       6118-AEW-XX-XX-NBS-A-01
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