Provide enough information to allow the selection of the manufacturer product to meet requirements. This information may also be used to replace the installed product during the operation stage of the building's lifecycle. Information covering the execution of the deliverable should also be provided in the associated specification.
Name |
Definition |
|
Supplied by |
The Supplied by of the Designed concrete. |
|
Ready mixed concrete producer - Third party accreditation |
An example value being Currently certified by a body accredited by UKAS to BS EN ISO/IEC 17065 for product conformity certification of ready -mixed concrete. |
|
Ready mixed concrete producer - Source - Name and address of depot |
An example value being Submit before any concrete is delivered. |
|
Ready mixed concrete producer - Source - Delivery notes |
An example value being Retain for inspection. |
|
Ready mixed concrete producer - Information - Product information to be provided to the producer |
An example value being Provide concrete producer with information required by BS 8500-1, clauses 4 and 5 and. |
|
Ready mixed concrete producer - Information - Product information to be provided by the producer |
An example value being Type and strength class of cement. |
|
Ready mixed concrete producer - Information - Mix design robustness |
An example value being Submit evidence to demonstrate robustness of mix design. |
|
Ready mixed concrete producer - Declarations of non-conformity from concrete producer |
An example value being Notify immediately. |
|
Standards |
An example value being To BS EN 206,. |
|
Third party certification |
An example value being Required. |
|
Compressive strength class |
An example value being C6/8. |
|
Exposure class to BS 8500-1 |
An example value being X0. |
|
Aggregates - Aggregate type and density |
The Aggregates - Aggregate type and density of the Designed concrete. |
|
Aggregates - Nominal size (maximum) |
An example value being 10 mm. |
|
Aggregates - Texture |
An example value being Smooth. |
|
Aggregates - Additional requirements for aggregates |
An example value being Freeze-thaw resisting. |
|
Aggregates - Aggregates for visual concrete |
The Aggregates - Aggregates for visual concrete of the Designed concrete. |
|
Aggregates - Recycled aggregates |
An example value being Permitted. |
|
Aggregates - Source of recycled aggregates |
The Aggregates - Source of recycled aggregates of the Designed concrete. |
|
Aggregates - Recycled lightweight aggregates |
An example value being Not permitted. |
|
Design chemical class |
An example value being Not applicable. |
|
Chloride class |
An example value being Cl 1.0. |
|
Target density (oven-dry) |
An example value being Normal. |
|
Limiting values for composition - Water: cement ratio (maximum) |
An example value being 0.35. |
|
Limiting values for composition - Cement and cement combination (maximum) |
An example value being 240 kg/m³. |
|
Limiting values for composition - Cement and cement combination (minimum) |
An example value being 300 kg/m. |
|
Limiting values for composition - Air content in situ (minimum) |
An example value being 3.0 %. |
|
Limiting values for composition - Consistence class |
An example value being S1. |
|
Limiting values for composition - Permitted cement and cement combinations |
An example value being CEM1; IIA; IIB-S,SRPC. |
|
Admixtures |
The Admixtures of the Designed concrete. |
|
Additives |
The Additives of the Designed concrete. |
|
Additional mix requirements for in situ concrete paving and sub-bases - Core compressive strength class |
An example value being To BS EN 13877-2, class CC8. |
|
Additional mix requirements for in situ concrete paving and sub-bases - Core tensile splitting strength class |
An example value being To BS EN 13877-2, class SC1,3. |
|
Additional mix requirements for in situ concrete paving and sub-bases - Freeze thaw resistance category |
An example value being To BS EN 13877-2, class FT1. |
|
Performance requirements for air entrained concrete - Temperature of fresh concrete (maximum) |
The Performance requirements for air entrained concrete - Temperature of fresh concrete (maximum) of the Designed concrete. |
|
Performance requirements for air entrained concrete - Dry density |
The Performance requirements for air entrained concrete - Dry density of the Designed concrete. |
|
Performance requirements for air entrained concrete - Drying shrinkage (maximum) |
The Performance requirements for air entrained concrete - Drying shrinkage (maximum) of the Designed concrete. |
|
Performance requirements for air entrained concrete - Modulus of elasticity |
The Performance requirements for air entrained concrete - Modulus of elasticity of the Designed concrete. |
|
Performance requirements for air entrained concrete - Thermal conductivity |
The Performance requirements for air entrained concrete - Thermal conductivity of the Designed concrete. |
|
Flexural strength - Characteristic flexural strength when tested to BS EN 12390-5 |
The Flexural strength - Characteristic flexural strength when tested to BS EN 12390-5 of the Designed concrete. |
|
Flexural strength - First peak flexural strength |
An example value being 7 N/mm. |
|
Flexural strength - Ultimate flexural strength |
An example value being 7 N/mm. |
|
Tensile strength |
The Tensile strength of the Designed concrete. |
|
Ductility (minimum) |
The Ductility (minimum) of the Designed concrete. |
|
Performance requirements for fibre reinforced sprayed concrete - Energy absorption class |
An example value being E500. |
|
Performance requirements for fibre reinforced sprayed concrete - Residual strength class |
An example value being D1S1. |
|