QUALITY MANUAL

Our Scope & Test Standards

Construction Material Testing: Soil
NO.TYPE OF TESTINGSTANDARD
1.1Moisture Content
- Oven Drying Method
- Water Content
- Speedy Moisture Tester

BS 1377-2, Clause 4.1
BS EN ISO 17892-1
MS 1056-2, Clause 4.2
ASTM D 4944*
1.2Atterberg Limit (Fall Cone Method)BS 1377-2, Clause 5.2, 5.3 & 6
BS EN ISO 17892-12, Clause 5.3 & 5.5
MS 1056-2, Clause 5.3, 5.4 & 6
1.3Shrinkage Characteristics: Linear Shrinkage (LS)BS 1377-2, Clause 7
MS 1056-2, Clause 7.5
1.4Density-Linear MeasurementBS 1377-2, Clause 9
BS EN ISO 17892-2, Clause 5.1
MS 1056-2, Clause 8.2
1.5Particle Density- Fluid Pycnometer Method
BS 1377-2, Clause 8
BS EN ISO 17892-3, Clause 5.1
MS 1056-2, Clause 9.3 & 9.4
1.6Particle Size Distribution- Sieving, Hydrometer and Combined Tests BS 1377-2, Clause 10
BS EN ISO 17892-4, Clause 5.2, 5.3 & 5.5
MS 1056-2, Clause 10.2, 10.3 & 10.5
1.7Dry density/Moisture Content Relationship of Soil
- 2.5 kg rammer
- 4.5 kg rammer
- Vibration
BS 1377-2,
- Clause 11.3 & 11.4
- Clause 11.5 & 11.6
- Clause 11.7

MS 1056-4,
- Clause 4.3, 4.4
- Clause 4.5, 4.6
- Clause 4.7
1.8California Bearing Ratio (CBR)BS 1377-2, Clause 15
MS 1056-4, Clause 8
1.9Incremental Loading OedometerBS EN ISO 17892-2
MS 1056-5, Clause 4
1.10Permeability Tests
- Constant Head (Non-cohesive soil)
- Falling head (Cohesive soil)

BS 1377: Part 5, Clause 5*
BS 1377: Part 5, Clause 5*
1.11Direct shear box testBS 1377: Part 7, Clause 4*
1.12Unconfined Compressive Strength (UCT)BS EN ISO 17892-7
MS 1056-7, Clause 8.2
1.13Unconsolidated Undrained Shear Strength Test (UU)BS EN ISO 17892-8
MS 1056-7, Clause 9
1.14Consolidated Undrained Shear Strength Test (CIU, CAU, CID, CAD)
BS EN ISO 17892-9
MS 1056-8
1.15Compressive Strength for Cement Mixed SoilBS EN 12504-1*
BS EN 12390-3*
1.16Static Modulus of Elasticity for Cement Mixed SoilASTM C 469/C469*
1.17Peat by Laboratory Testing
- Moisture, Ash and Organic Matter
- PH of Peat Materials
- Fiber Content by Dry Mass
- Specific Gravity by Water Pycnometer
- Degree of Humification of Peat

ASTM D2974*
ASTM D2976*
ASTM D1997*
ASTM D854*
ASTM D5715*
1.18Other Test for Soil
- Organic matter
- Loss on Ignition
- Total/ Soluble Sulphates
- Carbonate
- Chloride
- pH Value (Electrometric Method)
- Thermal Resistivity
- Electrical Resistivity (Wenner Probe)

BS 1377-3, Clause 4*
BS 1377-3, Clause 6*
BS 1377-3, Clause 7*
BS 1377-3, Clause 8*
BS 1377-3, Clause.9*
BS 1377-3, Clause 12*
IEEE 442**
BS 1377-3, Clause.13 **
NO.TYPE OF TESTINGSTANDARD
2.1Aggregate Crushing Value (ACV)BS 812: Part 110
2.2Aggregate Impact Value (AIV)BS 812: Part 112
2.3Ten Percent Fines Value (TFV)BS 812: Part 111
2.4Particle Shape of Flakiness IndexBS EN 933-3
BS 812-105.1
2.5Elongation IndexBS 812-105.2
2.6Particle Shape-Shape IndexBS EN 933-4
2.7Particle Density and Water AbsorptionBS EN 1097-6
2.8Particle Size Distribution- Sieving MethodBS EN 933-1
2.9Shell Content- Percentage of Shell in Coarse AggregateBS EN 933-7
2.10Sand Equivalent TestBS EN 933-8*
ASTM D 2419*
2.11Loose Bulk Density and VoidsBS EN 1097-3
2.12Clay Lumps and Friable Particles in AggregatesASTM C 142/C142M
2.13Soundness of AggregateASTM C88/C88M
2.14Methylene Blue TestBS EN 933-9**
2.15Determination of Drying ShrinkageBS EN 1367-4**
2.16Determination of Polished Stone ValueBS EN 1097-8**
2.17Alkali Reactivity of Aggregate Test- Mortar BarASTM C1260**
2.18Chemical Analysis on AggregateBS EN 1744-1*
2.19PH ValueBS 1377-3, Clause 12
2.20Determination of Potential Presence of Humus (Organic Impurities)BS EN 1744-1, Clause 15.1*
2.21Determination of the Water Content by Drying in a Ventilated OvenBS EN 1097-5
2.22Organic Impurities in Fine Aggregate for ConcreteASTM C40/C40M
NO.TYPE OF TESTINGSTANDARD
3.1Marshall Stability and Flow of Asphalt MixturesASTM D6927
3.2Thickness or Height of Compacted Asphalt Mixture SpecimensASTM D3549/D3549M (Method A)
3.3Quantitative Extraction of Asphalt Binder from Asphalt MixturesASTM D2172/D2172M (Method A- Centrifuge Extraction)
3.4Bulk Specific Gravity & Density of Non- Absorptive Compacted Asphalt MixturesASTM D2726/D2726M
NO.TYPE OF TESTINGSTANDARD
4.1Compressive Strength of Test SpecimensBS EN 12390-3
4.2Density of Hardened ConcreteBS EN 12390-7
4.3Depth of Penetration of Water Under PressureBS EN 12390-8
4.4Determination of Water AbsorptionBS 1881-122
4.5Cored Specimen- Taking, Examining and Testing in CompressionBS EN 12504-1
4.6Determination of Secant Modulus of Elasticity in CompressionBS EN 12390-13
4.7Carbonation Depth in Hardened Concrete by the Phenolphthalein MethodBS EN 14630*
4.8Initial Surface Absorption of ConcreteBS 1881-208
4.9Flexural Strength of Test SpecimensBS EN 12390-5
4.10Tensile Splitting Strength of Test SpecimenBS EN 12390-6
NO.TYPE OF TESTINGSTANDARD
5.1Determination of Dimension for Masonry UnitBS EN 772-16*
5.2Determination of Water Absorption for Masonry UnitBS EN 772-11*
MS 1933-11*
5.3Compressive StrengthMS 1933-7*
NO.TYPE OF TESTINGSTANDARD
6.1Unconfined Compressive Strength of Intact Rock Core SpecimensASTM D7012, Method C
6.2Point Load Strength Index of Rock and Application to Rock Strength ClassificationsASTM D5731
6.3Elastic Moduli of Intact Rock Core Specimens in Uniaxial CompressionASTM D7012, Method D
NO.TYPE OF TESTINGSTANDARD
7.1Metal & Metal Product (Steel Bar)
- Tensile PropertiesMS 146, Clause 7.3.3
MS ISO 6892-1
ISO 6892-1
MS ISO 15630-1
BS EN ISO 15630-1
BS 4449, Clause 7.2.3
- Bend PerformanceBS EN ISO 15630-1
7.2Mechanical CouplerISO 15835-1*
7.3Welds and Welded Test Specimens (Welded Steel Fabric)
- Tensile PropertiesMS 145, Clause 8.1.3.1
MS ISO 15630-2
BS EN ISO 15630-2
MS ISO 6892-1
ISO 6892-1
- Bend PerformanceMS 145, Clause 7.2.5
MS ISO 15630-2
BS EN ISO 15630-2
- Weld Shear ForceMS 145, Clause 7.2.4
MS ISO 15630-2
BS EN ISO 15630-2
7.4Bolts, Screws and Studs
- Tensile
ISO 898-2*
7.5Steel Products (tubular, bar, fasteners, round wire product)
- Tensile
ASTM A370*
7.6Metal & Metal Product (Weldable Reinforcing Steel)
- Tensile test propertiesBS 4449: Clause 7.2.3
- Bend Performance (Bend, Ageing & Re-bend Test)MS 146, Clause 7.3.5
BS 4449, Clause 7.2.5
- Dimensions, Mass Per Meter and TolerancesBS EN ISO 15630-1, Clause 12
MS 146 Clause 7.4
BS 4449 Clause 7.3
7.7Metal and Metal Product (Steel Wire)
- Tensile test propertiesBS EN ISO 15630-1: Clause 5
ISO 6892-1
MS 144, Clause 7.2.3
BS 4482, Clause 7.2.3
- Bend Performance (Bend, Ageing & Re-bend Test)BS EN ISO 15630-1, Clause 6 & 7
MS 144, Clause 7.2.4
BS 4482, Clause 7.2.5
- Dimensions, Mass Per Meter and TolerancesBS EN ISO 15630-1: Clause 12
MS 144, Clause 7.3
BS 4482, Clause 7.3
7.8Metal & Metal Product
(Multi-Wire Steel Prestressing Strand)
ASTM A1061/A1061M, Clause 9
BS EN ISO 15630-3, Clause 5
7.9Metal & Metal Product
(Reinforcement Couplers for Mechanical Splices of Bars)
- Tensile Test PropertiesBS EN ISO 15835-2, Clause 5.3
NO.TYPE OF TESTINGSTANDARD
8.1In-situ Density Test
- SRM-Small Pouring Cylinder
- SRM- Medium Pouring Cylinder
- SRM-Large Pouring Cylinder
- Core Cutter

BS 1377-9, Clause 2.1
In House Method GEO/CMT/TM/06/014 with reference to BS 1377-9
BS 1377-9, Clause 2.2
BS 1377-9, Clause 2.4
8.2In-Situ Vertical Deformation and Strength Test
- Plate Loading Test
- Maintained Load Test
- Insitu California Bearing Ratio
- JKR/Mackintosh Probe Test

BS 1377-9, Clause 4.1*
BS 1377-9, Clause 4.2*
BS 1377-9, Clause 4.3
In house method based on JKR Specification (GEO/CMT/TM/06/01)
8.3Non- Destructive Testing
- Rebound Number
- Electromagnetic Covermeter
- Ultrasonic Pulse Velocity (UPV)
- Penetration Resistance of Hardened Concrete
Using Steel Probe (Windsor Probe)
- Magnetic and Non-Magnetic Coatings

BS EN 12504-2
BS 1881-204*
BS EN 12504-4*
ASTM C803-C803M*
ASTM B499,ASTM B530*
8.4Others
- Prime & Tack Coat Test
- Concrete/asphalt coring work

In house method based on JKR Specification (GEO/CMT/TM/06/12)*
In house method (GEO/CMT/TM/06/09 GEO/CMT/TM/06/11)*
NO.TYPE OF TESTINGSTANDARD
9.1Wide-width Tensile Test of Geotextile
Geosynthetics—Wide Width Tensile Test
ASTM D4595*
BS EN ISO 10319*
9.2Prefabricated Vertical Drain (PVD) Discharge Capacity TestASTM D4716 / D4716M
Geoysnthetics—Test Method for the determination of water discharge capacity for prefabricated vertical drains (Index Test)BS EN ISO 12958-1*
Geoysnthetics—Test Method for the determination of water discharge capacity for prefabricated vertical drains (Performance Test)BS EN ISO 12958-2*
9.3Prefabricated Vertical Drain (PVD) Discharge Capacity with kinks (NUS Method 2)ASTM D4716 / D4716M*
Geoysnthetics—Test Method for the determination of water discharge capacity for prefabricated vertical drains (Index Test) - NUS Method 2BS EN ISO 12958-1*
Geoysnthetics—Test Method for the determination of water discharge capacity for prefabricated vertical drains (Performance Test) - NUS Method 2BS EN ISO 12958-2*
9.4Apparent Opening Size of Geotextile
Determination of the Characteristic Opening Size
ASTM D4751*
BS EN ISO 12956*
9.5Geosynthetics Nominal Thickness of Geotextile
Geosynthetics—Determination of Thickness at Specific Pressure—Part 1: Single Layers
ASTM D5199 *
BS EN ISO 9863-1*
9.6Trapezoid Tearing Test of GeotextilesASTM D4522 / D4533M*
9.7Grab Breaking Load and Elongation of GeotextilesASTM D4632 / D4632M*
9.8Water Permeability of Geotextiles by Permittivity

Determination of water permeability characteristic normal to the plane, without load
ASTM D4491 / D4491M*

BS EN ISO 11058*
9.9In-Plane Permeability of Geotextile

Geotextiles and geotextile –related products—
Determination of water flow capacity in their plane(Index Test)

Geotextiles and geotextile-related products—
Determination of water flow capacity in their plane (Performance Test)
ASTM D4716 / D4716M*

BS EN ISO 12958-1*


BS EN ISO 12958-1*
9.10Static Puncture Strength of Geotextiles

Geosynthetics—Static Puncture Test (CBR Test)
ASTM D6241*

BS EN ISO 12236*
9.11Measuring Mass per unit area of Geotextiles

Geosynthetics—Determination of mass per unit area of geotextiles and geotextile related products
ASTM D5261 *

BS EN ISO 9864*
9.12Geosynthetics—Dynamic Perforation Test (Cone Drop Test)BS EN 918 / ISO 13433*
9.13Geosynthetics—Tensile test for joint / seams by widewidth strip method

Strength of Sewn of Bonded Seams of Geotextiles
ISO 10321*

ASTM D4884 / D4884M*
9.14Deterioration of Geotextiles by Exposure of Light, Moisture and Heat in A Xenon Arc-Type ApparatusASTM D4355 / D4355M*
9.15Standard Test Method for Index Puncture Resistance of Geomembrane and Related Product^ASTM D4833 / D4833M*
9.16Standard Test Method for Breaking Force and Elongation of Textile Fabric (Stip Method)ASTM D5035*
9.17Tensile Properties of Geogrids by the Single or Multi- Rid tensile MethodASTM D6637 / D6637M*
NO.TYPE OF TESTINGSTANDARD
10.1High Strain Dynamics Testing of Deep FoundationASTM D4945
10.2Strain Transducer Sensitivity (Pile Dynamics, Inc Models)In house method- “BDI Automated Strain Transducer Calibration System (ASTCS)"

In house method- Determination of Calibration Factor/ Sensitivity for Strain Transducer (PDI Model)
10.3Low Strain Impact Integrity Testing in Deeep FoundationsASTM D5882*
10.4Integrity Testing by Ultrasonic Crosshole TestingASTM D6760*
Calibration for Determination of Calibration Factor/ Sensitivity for Strain Transducer (PDI Model)In House Method (GEO/PDI/TM/04/01)*
10.5Measuring inclination and shaft profile of deep foundation (SHAPE Method)ASTM D8232*
10.6Standard test method of energy measurement for dynamic penetrometersASTM D4833*
NO.TYPE OF TESTINGSTANDARD
11.1InclinometerIn House Method (GEO/GIM/TM/03/01, GEO/GIM/TM/03/02)*
12.2Settlement MarkerIn House Method (GEO/GIM/TM/01/01, GEO/GIM/TM/01/02)*
10.3Piezometer Water StandpipeIn House Method (GEO/GIM/TM/04/01, GEO/GIM/TM/04/02)*
10.4Tilt MeterIn House Method (GEO/GIM/TM/05/01)*
10.5Vibration MonitoringIn House Method (GEO/GIM/TM/07/01)*
10.6Crack MonitoringIn House Method (GEO/GIM/TM/06/01)*
10.7Displacement MarkerIn House Method (GEO/GIM/TM/02/01, GEO/GIM/TM/02/02)*
10.8NoiseIn House Method (GEO/GIM/TM/08/01)*
NO.TYPE OF INSPECTIONSTANDARD
1Falsework and Scaffolding In Construction WorkInternal Inspection Method (with refer to CIS 22 and CIS 23)*
NO.TYPE OF CERTIFICATIONPROGRAMME
1Falsework and Scaffolding In Construction WorkProduct Certification Systems

Remarks:

  1. For testing scopes:
    • All the scopes are SAMM accredited except scopes marked with *.
    • All the scopes will be tested in Geonamics Laboratory as per address below except the scopes marked with **.
  2. For inspection scopes:
    • In progress of MIBAS application under Department of Standard Malaysia and CIDB.