
CREAM is proud to announce that the Department of Standards Malaysia (DSM) has approved 12 additional scopes under MS ISO/IEC 17025:2017 for Makmal Kerja Raya Malaysia (MKRM) Kuala Lumpur dan Borneo, effective 18th February 2025. This expansion in its capabilities strengthens MKRM’s role as a leading provider of testing services, ensuring adherence to international standards for construction and infrastructure development.
Newly Approved Scopes
MKRM Kuala Lumpur:
- Railway Track Material, Prestressed Concrete Sleepers – Rail seat vertical load test – AS 1085.14:2019, Annex E
- Railway Track Material, Prestressed Concrete Sleepers – Centre negative bending moment test – AS 1085.14:2019, Annex H
- Railway Track Material, Prestressed Concrete Sleepers – Centre positive bending moment test – AS 1085.14:2019, Annex I
- Component of Frame Scaffolding – Deflection and bending test on catwalks (tread board) – MS 1462-1:2021, Annex H.1
- Component of Frame Scaffolding – Load test on gripper fitting (hooks) of a catwalk (tread board) – MS 1462-1:2021, Annex H.2
- Component of Frame Scaffolding – Compression test on vertical tube – MS 1462-1:2021, Annex E2
MKRM Sarawak:
- Metallic Materials and Steel for Reinforcement of Concrete – Tensile Properties (Tensile Strength, Yield Strength, Elongation after Fracture, Elongation at Maximum Force) – MS ISO 6892-1:2017 Method B & MS ISO 15630-1:2012, Clause 5
- Steel Fabric for the Reinforcement of Concrete – Dimension – In-house method (TM 4-1), MS 145:2014, Clause 7.3
- Steel for Reinforcement of Concrete – Deviation from Nominal Mass Per Meter – MS ISO 15630-1:2012, Clause 12 & MS 146:2014, Clause 7.4
MKRM Sabah:
- Metallic Materials and Steel for Reinforcement of Concrete – Tensile Properties (Tensile Strength, Yield Strength, Elongation after Fracture, Elongation at Maximum Force) – MS ISO 6892-1:2017 Method B & MS ISO 15630-1:2012, Clause 5
- Steel Fabric for the Reinforcement of Concrete – Dimension – In-house method (TM 4-1), MS 145:2014, Clause 7.3
- Steel for Reinforcement of Concrete – Deviation from Nominal Mass Per Meter – MS ISO 15630-1:2012, Clause 12 & MS 146:2014, Clause 7.4