| Type of Activity |
Test Materials / Products |
Test Name |
Test Method |
Status |
| CM |
| | - Classification and geotechnical properties of soils for civil engineering purposes Part 2: Classification tests and determination of geotechnical properties
| BS 1377 Part 2 Clause 15 | Active
|
- Methods of test for soils for civil engineering purposes Part 2: Classification tests and determination of geotechnical properties Clause 11: determination of dry density/ water content relationship - Compaction method using 4.5 kg rammer with 1 L mould - Method using 4.5 kg rammer with CBR mould
| BS 1377 Part 2 Clause 11.5 & 11.6 | Active
|
- Methods of test for Soils for civil engineering purposes Part 9: In-situ tests In-situ density tests: Sand replacement method suitable for fine-, medium- and coarse-grained soils (large pouring cylinder method)
| BS 1377 Part 9 Clause 2.2 | Active
|
- Methods of test for Soils for civil engineering purposes Part 2: Classification tests Determination of particle size: Wet and Dry sieving method
| BS 1377 Part 2 Clause 9.2 & 9.3 | Active
|
- Geotechnical investigation and testing. Laboratory testing of soil Part 4: Determination of particle size distribution
| BS 1377 Part 2 clause 10 BS EN ISO 17892 Part 4 Clause 5.2 | Active
|
- Methods of test for Soils for civil engineering purposes Part 2: Classification tests Determination of the plastic limit and plasticity index: - Method for plastic limit - Derivation of plasticity index and liquidity index
| BS 1377 Part 2 Clause 4.5, Clause 5.3 & Clause 5.4 | Active
|
- Geotechnical investigation and testing -Laboratory testing of soil Part 12: Determination of liquid and plastic limits
| BS 1377 Part 2 clause 5.4, & clause 6, and BS EN ISO 17892 Part 12+ A2:2022 Clause 5.4, Clause 5.5 & Clause 6.5 | Active
|
- Methods of test for Soils for civil engineering purposes Part 2: Classification tests Determination of moisture content-Oven-drying method
| BS 1377 Part 2 Clause 3.2 | Active
|
- Geotechnical investigation and testing. Laboratory testing of soil Part 1: Determination of water content
| BS 1377 Part 2 Clause 4.1, and BS EN ISO 17892 Part 1+A1:2022 | Active
|
| - Geotechnical Investigation and testing - Field Testing- Electrical cone and piezocone penetration test.
| ISO 22476 Part 1 | Active
|
| - Methods of test for Soils for civil engineering purposes Part 4: Compaction-related tests Clause 7: Determination of the California Bearing Ratio (CBR)
| BS 1377 Part 4 Clause 7 | Active
|
- Methods of test for Soils for civil engineering purposes Part 4: Compaction-related tests Clause 3: Determination of dry density/moisture content relationship: - Method using 4.5 kg rammer for soils with particles up to medium-gravel size - Method using 4.5 kg rammer for soils with some coarse gravel-size particles
| BS 1377 Part 4 Clause 3.5 & 3.6 | Active
|
| | - Methods of test for Soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of chloride content
| BS 1377 Part 3 Clause 7.2 Clause 9.2 | Active
|
- Methods of test for Soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of the pH value
| BS 1377 Part 3 Clause 9 Clause 12 | Active
|
- Methods of test for Soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of the sulphate content of ground water
| BS 1377 Part 3 Clause 5 Clause 7.6/7.8 | Active
|
| - Methods of test for Soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of the acid soluble chloride content
| BS 1377 Part 3 Clause 7 Clause 9.3 | Active
|
- Methods of test for Soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of the acid soluble sulphate content of soil
| BS 1377 Part 3 Clause 5 Clause 7.6/7.9 | Active
|
- Methods of test for Soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of the water soluble chloride content
| BS 1377 Part 3 Clause 7 Clause 9.2 | Active
|
- Methods of test for Soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of the water soluble sulphate content of soil
| BS 1377 Part 3 Clause 5 Clause 7.3/7.6 | Active
|
- Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of the pH value
| BS 1377 Part 3 Clause 9 Clause 12 | Active
|
| Geotechnical Investigation |
| | - Methods of test for Soils for civil engineering purposes Part 7: Shear strength tests (total stress) Clause 8 - Determination of the undrained shear strength in triaxial compression without measurement of pore pressure (definitive method)
| BS 1377 Part 7 Clause 8 BS 1377 Part 2 Clause 28 | Active
|
- Methods of test for Soils for civil engineering purposes Part 2: Classification tests and determination of geotechnical properties Clause 18 - Determination of Unconsolidated undrained triaxial test.
| BS 1377 Part 2 Clause 28, & BS EN ISO 17892 Part 8 Clause 6 | Active
|
- Methods of test for soils for civil engineering purposes Shear strength tests (effective stress) Consolidated – Un-drained/ Drained Tri-axial Test
| BS 1377 Part 8 Clause 7 & 8 | Active
|
- Methods of test for Soils for civil engineering purposes Part 2: Classification tests and determination of geotechnical properties Clause 29 - Determination of Consolidate-undrained triaxial compression tests with measurement of pore pressure. Clause 30 - Determination of Consolidate-drained triaxial compression tests with measurement of volume change.
| BS 1377 Part 2, Clause 29 & Clause 30, and BS EN ISO 17892 Part 9 Clause 6.7.2 & 6.7.3 | Active
|
- Methods of test for Soils for civil engineering purposes Part 5: Compressibility, permeability and durability tests Determination of the one-dimensional consolidation properties
| BS 1377 Part 5 Clause 3 | Active
|
- Methods of test for Soils for civil engineering purposes Part 2: Classification tests and determination of geotechnical properties Clause 16 - Determination of One-Dimentional consolidation properties (Incremental loading oedometer test)
| BS 1377 Part 2, Clause 16, & BS EN ISO 17892 Part 5 Clause 6 | Active
|
- Methods of test for Soils for civil engineering purposes Part 7: Shear strength tests (total stress) Clause 4 - Determination of shear strength by direct shear (small shearbox apparatus)
| BS 1377 Part 7 Clause 4 | Active
|
- Methods of test for Soils for civil engineering purposes Part 2: Classification tests and determination of geotechnical properties Clause 25 - Determination of Shear Strength by direct shear (Sherbox method)
| BS 1377 Part 2, Clause 25, and BS EN ISO 17892 Part 10 Clause 6 | Active
|
| - Methods of test for Soils for civil engineering purposes Part 9: In-situ tests In-situ penetration tests- Determination of the penetration resistance using the split-barrel sampler (the standard penetration test SPT)
| BS 1377 Part 9 Section 3.3 BS EN ISO 22476 Part 3 +A1 : 2011 | Active
|
- Code of practice for site Investigations Section 3. Field investigations Sampling the ground
| BS 5930 +A1 Clause 25 BS EN ISO 22475 Part 1 | Active
|
- Code of practice for site Investigations: Section 6. Description of soils and rocks - Description of soils - Description and classification of rocks
| BS 5930 +A1 Clause 33 & 36 | Active
|
- Geotechnical Investigation and testing - Field Testing Part 1: Electrical cone and piezocone penetration test.
| ISO 22476 Part 1 | Active
|
| - Code of practice for site Investigations: - Section 3. Field investigations: Methods of determining groundwater pressures - Section 4. Field tests: Observation wells - Section 7. Reports and interpretation: Incidence and behavior of groundwater
| BS 5930 +A1 Clause 52.2 & 52.3 & 63.2.5 | Active
|
- Code of practice for site Investigations: Section 3. Field investigations Groundwater samples
| BS 5930 +A1 Clause 26.4 | Active
|
| - Standard Test Methods for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under Varying States of Stress and Temperatures Standard Practices for Preparing Rock Core as Cylindrical Test Specimens and Verifying Conformance to Dimensional and Shape Tolerances Unconfined compression test
| ASTM D7012 ASTM D4543 | Active
|
- Code of practice for site Investigations Section 6. Description of soils and rocks Description and classification of rocks: Description of rock masses- Rock quality designation
| BS 5930 +A1 Clause 36.4.4 | Active
|
- Code of practice for site Investigations Section 6. Description of soils and rocks Description and classification of rocks: Description of rock masses- Core recovery
| BS 5930 +A1 Clause 36.4.4 | Active
|
- Code of practice for site investigations Section 7. Reports and interpretation Geotechnical Reporting
| BS 5930 +A1 Section 10 | Active
|
- Code of practice for site Investigations Section 6. Description of soils and rocks Description and classification of rocks: Description of rock cores
| BS 5930 +A1 Clause 36 | Active
|
- Standard Test Method for Determination of the Point Load Strength Index of Rock and Application to Rock Strength Classifications Point Load Index
| ASTM D5731 | Active
|
- Code of practice for site Investigations Section 3. Field investigations Rotary open hole drilling and rotary core drilling- Rotary core drilling
| BS 5930 +A1 Clause 24.11 BS EN ISO 22475 Part 1 | Active
|
