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MKRM Achieves New Milestone: 12 Additional Scopes Approved by DSM

By February 24, 2025#!28Wed, 26 Feb 2025 00:11:19 +0800p1928#28Wed, 26 Feb 2025 00:11:19 +0800p-12Asia/Kuala_Lumpur2828Asia/Kuala_Lumpurx28 26am28am-28Wed, 26 Feb 2025 00:11:19 +0800p12Asia/Kuala_Lumpur2828Asia/Kuala_Lumpurx282025Wed, 26 Feb 2025 00:11:19 +08001112112amWednesday=986#!28Wed, 26 Feb 2025 00:11:19 +0800pAsia/Kuala_Lumpur2#February 26th, 2025#!28Wed, 26 Feb 2025 00:11:19 +0800p1928#/28Wed, 26 Feb 2025 00:11:19 +0800p-12Asia/Kuala_Lumpur2828Asia/Kuala_Lumpurx28#!28Wed, 26 Feb 2025 00:11:19 +0800pAsia/Kuala_Lumpur2#No Comments
MKRM Achieves New Milestone: 12 Additional Scopes Approved by DSM

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