samm certificate
TRANSCRIPT
Issue date: 5 July 2010 Valid until: 18 March 2012
NO: SAMM 225 (Issue 2, 5 July 2010 replacement of SAMM 225 dated on 6 July 2009) Page: 1 of 7 LABORATORY LOCATION: (PERMANENT LABORATORY)
TESTECH SDN BHD 8, JALAN 30B/146 DESA TASIK, SG. BESI 57000 KUALA LUMPUR
The standard used for assessment of this laboratory is MS ISO/IEC 17025:2005 FIELD OF TESTING: MECHANICAL SCOPE OF ACCREDITATION: Materials/ Products Tested
Type of test/ Properties measured/ Range of measurement
Standard Test Methods/ Equipment/Techniques
Resin Based Mortars Compressive Strength of Resin Cube in the force range of 0 kN to 2000 kN
BS 6319: Part 2 1983 Excluding Clause 5.1 & 5.2
Signatories: 1. Yap Seow Keong I/C No.: 640311-10-6423 2. Tan Giok Tho I/C No.: 760713-03-5310 Materials/ Products Tested
Type of test/ Properties measured/ Range of measurement
Standard Test Methods/ Equipment/Techniques
Hardened Concrete Compressive Strength of Concrete Cube in the force range of 0 kN to 3000 kN
BS EN 12390-3: 2002 MS 26 Part 2: 1991 Section 3.0
Compressive Strength of Concrete Core in the force range of 0 kN to 500 kN
BS EN 12504-1: 2000 MS 26 Part 2: 1991
Determination of Density
BS EN 12390-7: 2000
Determination of Density, Absorption and Voids
ASTM C 642: 06
Bricks and blocks Determination of Compressive Strength
MS 76: 1972 Clause 39
Water Absorption (Boiling Method) MS 76: 1972 Clause 40 Mortar Compressive Strength of Mortar Cube in
the force range of 0 kN to 3000 kN MS 522 Part 2: 2005 Clause 7.10 & Clause 7.11
Signatories : 1. Yap Seow Keong I/C No.: 640311-10-6423 2. Tan Poh Im I/C No.: 681115-02-5512 3. Tan Giok Tho I/C No.: 760713-03-5310
Issue date: 5 July 2010 Valid until: 18 March 2012
NO: SAMM 225 (Issue 2, 5 July 2010 replacement of SAMM 225 dated on 6 July 2009) Page: 2 of 7 FIELD OF TESTING: MECHANICAL SCOPE OF ACCREDITATION: Materials/ Products Tested
Type of test/ Properties measured/ Range of measurement
Standard Test Methods/ Equipment/Techniques
Hardened Concrete Determination of Initial Surface Absorption
BS 1881 Part 208: 1996
Determination of Rapid Chloride Permeability
AASHTO Designation T 277: 07 ASTM C 1202: 09
Determination of Water Permeability
DIN 1048 Part 5: Jun 1991
Determination of Water Absorption
BS 1881 Part 122: 1983
Determination of Static Modulus of Elasticity in Compression
BS 1881 Part 121: 1983
Determination of Flexural Strength Determination of Changes in Length on Drying and Wetting
BS EN 12390-5: 2000 MS 30 Part 16: 1995 BS 1881 Part 5: 1970-Amendment 1990 Clause 5
Bitumen Determination of Bitumen in Hot-mixed Paving Mixtures and pavement Samples (Centrifuge Extraction Method)
ASTM D 2172: 05
Marshall Stability and Flow of Bituminous Mixtures
ASTM D 6927: 06
Determination of Bulk Specific Gravity and Density of Compacted Bituminous Mixtures
ASTM D 2726: 09
Hot Rolled Steel Bars For The Reinforcement of Concrete
Determination of Bend & Rebend Test in the force range of 0 kN to 550 kN
MS 146: 2006 Clause 16.2 & 16.3 Excluding site sampling
Welded Steel Fabric for the Reinforcement of Concrete
(a) Tensile (b) Rebend (c) Weld
MS 145: 2006 Annex A Excluding site sampling
Issue date: 5 July 2010 Valid until: 18 March 2012
NO: SAMM 225 (Issue 2, 5 July 2010 replacement of SAMM 225 dated on 6 July 2009) Page: 3 of 7 FIELD OF TESTING: MECHANICAL SCOPE OF ACCREDITATION: Materials/ Products Tested
Type of test/ Properties measured/ Range of measurement
Standard Test Methods/ Equipment/Techniques
Aggregates Determination of pH value by the Electrometric Method
BS 1377: Part 3 1990 Clause 9
Determination of Particle Density and Water Absorption of Fine and Coarse Aggregates
BS 812: Part 2 1995 Clause 5 MS 30: 1971 Section 4
Determination of Particle Size Distribution for Fine and Coarse Aggregates (Sieve Analysis)
BS EN 933-1 1997 MS 30: Part 4 1995
Determination of Clay, Silt and Dust in Fine or Coarse Aggregates
BS 812: Part 1 1975 Clause 7.2.4 (Decantation Method) MS 30: 1971 Section 3, Method B (Decantation Method) ASTM C 117-04
Determination of Aggregate Crushing Value (ACV)
BS 812: Part 110 1990 MS 30: Part 8 1995
Determination of Ten Percent Fines Value (TPF)
BS 812: Part 111 1990 MS 30: Part 9 1995
Determination of Loss by Abrasion and Impact of Small-size Coarse Aggregates in The Los Angeles Machine
ASTM C 131- 06 MS 30: Part 11 1995 Section 1
Determination of Flakiness Index of Coarse Aggregates
BS 812: Part 105-1 1989 MS 30: Part 5 1995 Section 1
Determination of the Elongation Index of Coarse Aggregates
BS 812: Part 105-2 1990 MS 30: Part 5 1995 Section 2
Determination of Acid Soluble Material in fine Aggregates (Organic Impurities)
MS 30: Part 15 1995
Determination of Organic Impurities in Fine Aggregate for Concrete
ASTM C 40 - 04
Determination of Soundness of Aggregates By Use of Sodium Sulfate or Magnesium Sulfate
ASTM C 88 – 05 AASHTO Designation: T104-99 (2003)
Clay Lumps and Friable Particles in Aggregates
ASTM C 142-97 (Re-approved 2004)
Issue date: 5 July 2010 Valid until: 18 March 2012
NO: SAMM 225 (Issue 2, 5 July 2010 replacement of SAMM 225 dated on 6 July 2009) Page: 4 of 7 FIELD OF TESTING: MECHANICAL SCOPE OF ACCREDITATION: Materials/ Products Tested
Type of test/ Properties measured/ Range of measurement
Standard Test Methods/ Equipment/Techniques
Aggregates (Continue)
Determination of Impact Value Test BS 812: Part 112 1990 MS 30: Part 10 1995
Determination of Shell Content in Coarse Aggregate
BS 812: Part 106 1985 MS 30: Part 6 1995
Determination of Sand Equivalent Test ASTM D 2419 –02
Potential Alkali Reactivity (Mortar-Bar Method) ASTM C 1260 - 07
Resistance to Degradation of Large Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine
ASTM C 535-03E1
Filling Materials (Soil)
Determination of Dry Density /Moisture Content Relationship (Vibrating Hammer Method)
BS 1377: Part 4 1990 Clause 3.7
Determination of Dry Density /Moisture Content Relationship (Rammer Method) Determination of Moisture Content
BS 1377: Part 4 1990 Clause 3.3 to Clause 3.6 BS 1377: Part 2 1990 Clause 3.2
Determination of the Liquid Limit (Casagrande Apparatus Method)
BS 1377: Part 2 1990 Clause 4.5
Determination of the Plastic Limit and Plasticity Index
BS 1377: Part 2 1990 Clause 5
Determination of the California Bearing Ratio (CBR)
BS 1377: Part 4 1990 Clause 7
Determination of Particle Size Distribution BS 1377: Part 2 1990 Clause 9.2 and Clause 9.3
Determination of Soil Density
BS 1377: Part 2 1990 Clause 7.0
Steel Bar and Steel Plate Tensile Testing for Metallic Material to measure Tensile Strength Test, Yield Stress Test and Elongation Calculation in the force range of 0 kN to 1000 kN
BS EN 10002-1 2001 MS ISO 6892 2002 Excluding site sampling
Issue date: 5 July 2010 Valid until: 18 March 2012
NO: SAMM 225 (Issue 2, 5 July 2010 replacement of SAMM 225 dated on 6 July 2009) Page: 5 of 7 FIELD OF TESTING: MECHANICAL SCOPE OF ACCREDITATION: Materials/ Products Tested
Type of test/ Properties measured/ Range of measurement
Standard Test Methods/ Equipment/Techniques
(i) Tensile Test Cold Reduced Mild Steel Wire For The Reinforcement of Concrete
(ii) Rebend Test
MS 144: 2006 Clause 14
Multi Wire Strand (i) Tensile Test
(ii) Elongation Test
ASTM A 370-09a Annex A7
Mechanical Coupler Tensile Test MS ISO 6892 2002 Excluding Site Sampling Specification refer to BS 8110: Part 1 1997 (Amd. 1998) Clause 3.12.8.16.2 Bar in Tension
Metallic Material Bend Test MS ISO 7438: 2001
Security Seals
(a) Tensile Test (b) Shear Test (c) Bending Test
ISO/ PAS 17712: 2006(E) (Exclude Clause 6.5 – Impact Test)
Ceramic Tiles Water Absorption, Apparent Porosity, Apparent Relative Density and Bulk Density Test
MS ISO 10545-3: 2001
Modulus of Rupture and Breaking Strength Test
MS ISO 10545-4: 2003
Chemical Resistance Test MS ISO 10545-13: 2001
Resistance to Stains Test MS ISO 10545-14: 2001
Bricks Determination of Compressive Strength of Masonry Units
BS EN 772-1: 2000 Part 1 Clause 8.0
Vitreous China Sanitary Appliances
Water Absorption Test MS 147: 2001 Appendix A
Chemical Resistance Test
MS 147: 2001 Appendix C
Resistance to Staining Test MS 147: 2001 Appendix D
Portland Cement Determination of Autoclave Expansion of Hydraulic Cement
ASTM C 151- 05
Signatory : Yap Seow Keong I/C No.: 640311-10-6423
Issue date: 5 July 2010 Valid until: 18 March 2012
NO: SAMM 225 (Issue 2, 5 July 2010 replacement of SAMM 225 dated on 6 July 2009) Page: 6 of 7 FIELD OF TESTING: NON-DESTRUCTIVE TEST SITE TESTING-CATEGORY 1 SCOPE OF ACCREDITATION: Materials/ Products Tested
Type of test/ Properties measured/ Range of measurement
Standard Test Methods/ Equipment/Techniques
Hardened Concrete
Penetration Resistance in the range of 0 inch to 2.500 inches (Windsor Probe Test)
ASTM C803/C803M-03
Ground Anchorage- Proving Test
BS 8081: 1989 Clause 11.2
Signatory : Yap Seow Keong I/C No.: 640311-10-6423 SCOPE OF ACCREDITATION: Materials/ Products Tested
Type of test/ Properties measured/ Range of measurement
Standard Test Methods/ Equipment/Techniques
Hardened Concrete
Surface Hardness Test by Rebound Hammer Method in the range of 20 to 55 rebound number, N
BS EN 12504-2: 2001
Signatories : 1. Yap Seow Keong I/C No.: 640311-10-6423 2. Tan Poh Im I/C No.: 681115-02-5512 3. Tan Giok Tho I/C No.: 760713-03-5310
Issue date: 5 July 2010 Valid until: 18 March 2012
NO: SAMM 225 (Issue 2, 5 July 2010 replacement of SAMM 225 dated on 6 July 2009) Page: 7 of 7 FIELD OF TESTING: MECHANICAL SITE TESTING-CATEGORY 1 SCOPE OF ACCREDITATION: Materials/ Products Tested
Type of test/ Properties measured/ Range of measurement
Standard Test Methods/ Equipment/Techniques
Filling Material (Soil)
In-Situ CBR Test
BS 1377:Part 9 1990 Clause 4.3
Determination of Penetration Resistance Using the JKR Probe (60o Cone)
In house Method No. TP72 (JKR Specification)
Ground Anchorage- Proving Test BS 8081: 1989 Clause 11.2
Bitumen Determine the Thickness or Height of Compacted Bituminous Paving Mixture Specimen
ASTM D 3549-03
Signatory : Yap Seow Keong I/C No.: 640311-10-6423 SCOPE OF ACCREDITATION: Materials/ Products Tested
Type of test/ Properties measured/ Range of measurement
Standard Test Methods/ Equipment/Techniques
Filling Material (Soil)
Field Density Test (Sand Replacement Method)
BS 1377:Part 9:1990 Clause 2.1 & 2.2 ASTM D 1556-07
Signatories : 1. Yap Seow Keong I/C No.: 640311-10-6423 2. Tan Poh Im I/C No.: 681115-02-5512 3. Tan Giok Tho I/C No.: 760713-03-5310