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OPHTHALMIC OPTICS - SPECTACLE FRAMES - REQUIREMENTS AND TEST METHODS (ISO 12870:2004, IDT)
MS ISO 12870:2010
Status : Original
Format : PDF

This Malaysian Standard specifies fundamental requirements for unglazed spectacle frames designed for use with all prescription lenses, and is applicable to frames at the point of sale to the retailer ....Read more , by the manufacturer or supplier. 
It is applicable to all spectacle frame types including rimless mounts, semi-rimless mounts and folding spectacle frames. This standard is applicable to spectacle frames made from natural organic materials.

This standard is not applicable to complete custom-made spectacle frames or to products designed specifically to provide personal eye protection. Close

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Ophthalmic instruments - Retinoscopes (ISO 12865:2006, IDT)
MS ISO 12865:2010 (CONFIRMED:2015)
Status : 1st Confirmation
Format : PDF

This Malaysian Standard specifies minimum requirements and test methods for hand-held streak and spot retinoscopes for use in objective determination of the refractive errors of the eye.

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AGGREGATES FOR CONCRETE (SECOND REVISION)
MS EN 12620:2010, AMD. 1:2012
Status : Amendment 1
Format : PDF

The standard specifies the properties of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials and mixtures of these aggregates for use in concrete. Its c ....Read more overs aggregates having an oven dried particle density greater than 2000 Mg/m3 (2000kg/m3) for all concrete, including concrete used in roads and other pavements and for use in precast concrete products. It also covers recycled aggregate with densities between 1.50 Mg/m3 (1500 kg/m3) and 2.00 Mg/m3 (2000 kg/m3) with appropriate caveats and recycled fine aggregate (4mm) with appropriate caveats. It also specifies that a quality control system is in place for use in factory production control and it provides for the evaluation of conformity of the products. This standard does not cover filler aggregates to be used as a constituent in cement or as other than inert filler aggregates for concrete. Close

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AGGREGATES FOR CONCRETE (SECOND REVISION)
MS EN 12620:2010
Status : 2nd Revision
Format : PDF

The Malaysian Standard specifies the properties of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials and mixtures of these aggregates for use in concr ....Read more ete. Its covers aggregates having an oven dried particle density greater than 2000 Mg/m3 (2000kg/m3) for all concrete, including concrete used in roads and other pavements and for use in precast concrete products. It also covers recycled aggregate with densities between 1.50 Mg/m3 (1500 kg/m3) and 2.00 Mg/m3 (2000 kg/m3) with appropriate caveats and recycled fine aggregate (4mm) with appropriate caveats. 
It also specifies that a quality control system is in place for use in factory production control and it provides for the evaluation of conformity of the products to this standard. This standard does not cover filler aggregates to be used as a constituent in cement or as other than inert filler aggregates for concrete.

NOTE 1 Aggregates used in construction should comply with all the re Close

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HYGROTHERMAL PERFORMANCE OF BUILDING MATERIALS AND PRODUCTS - DETERMINATION OF WATER VAPOUR TRANSMISSION PROPERTIES (ISO 12572:2001; IDT)
MS ISO 12572:2007
Status : Original
Format : PDF

This Malaysian standard specifies a method based on cup tests for determining the water vapour permeance of building products and the water vapour permeability of building materials under iso thermal ....Read more conditions. Different sets of test conditions are specified. 
The general principles are applicable to all hygroscopic and non hygroscopic building materials and products, including those with facings and integral skins. Annexes give detailsof test methods suitable for different material types. This standard is not applicable in thecase of test specimens with water vapour diffusion-equivalent air layer thickness values lessthan 0,1 m, as a result of increasing uncertainty in the measurement results. If the measuredwater vapour diffusion-equivalent air layer thickness is greater than 1500 m the material canbe considered impermeable.The results obtained by this method are suitable for design purposes, production control andfor inclusion in product specifications. Close

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Testing concrete in structures - Part 3: Determination of pull-out force (Second revision)
MS EN 12504-3:2013
Status : 2nd Revision
Format : PDF

This standard specifies a method for the determination of the pull-out force of hardened concrete using a cast-in disc insert and rod, or a similar device installed afterwards by drilling into the har ....Read more dened concrete. Close

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Testing concrete in structures - Part 2: Non-destructive testing - Determination of rebound number (Second revision)
MS EN 12504-2:2013
Status : 2nd Revision
Format : PDF

This standard specifies a method for determining the rebound number of an area of hardened concrete using a spring-driven steel hammer.

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Testing concrete in structures - Part 1: Cored specimens - Taking,examining and testing in compression (Second revision)
MS EN 12504-1:2013
Status : 2nd Revision
Format : PDF

This Malaysian standard specifies a method for taking cores from hardened concrete, their examination, preparation for testing and determination of compressive strength.

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Testing concrete in structures - Part 4: Determination of ultrasonic pulse velocity (Second revision)
MS EN 12504-4:2013
Status : 2nd Revision
Format : PDF

This Malaysian Standard specifies a method for the determination of the velocity of propagation of pulses of ultrasonic longitudinal waves in hardened concrete, which is used for a number of applicati ....Read more ons. Close

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Testing hardened concrete - Part 2: Making and curing specimens for strength tests (Second revision)
MS EN 12390-2:2012
Status : 2nd Revision
Format : PDF

This standard specifies methods for making and curing test specimens for strength tests. It covers the preparation and filling of moulds, compaction of the concrete, levelling the surface, curing of t ....Read more est specimens and transporting test specimens. Close

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