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Testing fresh concrete - Degree of compactability

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Testing fresh concrete - Degree of compactability1 Scope This document specifies a method for determining the consistence of fresh concrete by determining the degree of compactability. The test is suitable for specimens having a declared value of D of the coarsest fraction of aggregates actually used in the concrete (Dmax) not greater than 63 mm. If the degree of compactability is less than 1,04 or more than 1,46, the concrete has a consistence for which the degree of compactability test is not

As a refinement to the understanding of time-critical communications within OSI

other than those specified in 8

by the manufacturer

The use of recycling in asphalt production makes it necessary to specify reclaimed asphalt as a constituent material in a way similar to that of aggregates and binders

As a manufacturer of precast concrete products

when available

BS EN 50123-6 assists you with service requirements

Who is PD IEC/TS 61936-2- Power installations exceeding 1 kV a

flanges and thrust collars as used in plain bearing units

bulk or general cargo terminal

It is applicable to asphalt materials that are not porous asphalt or for porous asphalt incorporating fibres

Note 1: BS EN IEC 62878‑2‑5 applies to substrates using organic material

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