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- A9.3.5
- Compressive strength must be determined in accordance with the principles of BS EN 12390-3, with the following exceptions or options:
- Test specimens may be prepared at the time of placement by casting within a test mould or recovered from site after placement by extracting cores from the reinstatement.
- Specimen shape and dimensions must be in accordance with BS EN 12390-1 with the addition that specimens may also be manufactured with an aspect ratio of 1. FSMR moulds may be manufactured from cellular foam (preferably polystyrene) and include a cellular foam lid. The samples must not be compacted except for minimal tamping to allow the mould to be filled without leaving excessive areas of voids.
- The top and bottom surfaces of the extracted core may be grouted to provide flat and parallel loading surfaces.
- Following preparation or recovery, the test samples must be stored upright at either 20°C or 40°C depending on the nature of the material, and tested in compression at 28 days after placement of the material on site.
- A9.3.6
- FSMRs must achieve the required performance without being tamped or compacted.
- A9.3.7
- In excavations containing water, the minimum recommended density for FSMRs is 1050 kg/m3.
- A9.3.8
- FSMRs are unlikely to provide adequate load bearing capacity for several hours after placement, depending on several variables including temperature and set time of the mix.