| Type of Activity |
Test Materials / Products |
Test Name |
Test Method |
Status |
| Geotechnical Investigation |
| | - Methods of test for Soil for civil engineerinng purposes Part 3: Chemical and electro-chemical tests Clause 9: Determination of the pH value
| BS 1377 Part 3 Clause 9 | Active
|
- Methods of test for Soil for civil engineerinng purposes Part 3: Chemical and electro-chemical tests Clause 5: Determination of the sulphate content of soil and ground water- Preparation of ground water for testing
| BS 1377 Part 3 Clause 5.4 and 5.5 | Active
|
- Methods of test for Soil for civil engineerinng purposes Part 3: Chemical and electro-chemical tests Clause 7: Determination of the chloride content Clause 7.2: Determination of water-soluble chloride content
| BS 1377 Part 3 Clause 7.2.3.5 | Active
|
| - Methods of test for Soil for civil engineerinng purposes Part 3: Chemical and electro-chemical tests Clause 7: Chloride content of Ground water Clause 7.2: Determination of water-soluble chloride content
| BS 1377 Part 3 Clause 7.2 | Active
|
- Methods of test for Soil for civil engineerinng purposes Part 3: Chemical and electro-chemical tests Clause 5: Determination of the sulphate content of soil and ground water- Preparation of soil and its water extract
| BS 1377 Part 3 Clause 5.3 and 5.5 | Active
|
- Methods of test for Soil for civil engineerinng purposes Part 3: Chemical and electro-chemical tests Clause 9: Determination of the pH value- Electrometric method of pH determination
| BS 1377 Part 3 Clause 9.5 | Active
|
| | - Code of practice for ground investigations Section 4: Exploratory holes Clause 24.11: Rotary drilling
| BS 5930+A1 2020 Clause 24.11 | Active
|
- Code of practice for ground investigations Clause 33: Description of soils Clause 36: Description and classification of rocks
| BS 5930+A1 2020 Clause 33 & 36 | Active
|
- Code of practice for ground investigations Section 10. Reports and interpretation
| BS 5930+A1 2020 Section 10 | Active
|
- Code of practice for ground investigations Section 8. Field Instrumentation Clause 52.3: Methods of measuring groundwater pressure. Section 8. Field Instrumentation Clause 52.2 Observation wells installed in boreholes and excavations Section 10: Reports and interpretation Clause 63.2.5 Incidence and behaviour of groundwater
| BS 5930+A1 2020 Clause: 52.3, 52.2, 63.2.5 | Active
|
- Code of practice for ground investigations Section 4: Exploratory holes Clause 26.4: Groundwater sampling
| BS 5930+A1 2020 Clause 26.4 | Active
|
- Code of practice for ground investigations Section 4: Exploratory holes Clause 25: Sampling the ground
| BS 5930+A1 2020 Clause 25 | Active
|
- Code of practice for ground investigations Clause 41 Standard penetration test
| BS 5930:2015+A1 2020: Clause 41 | Active
|
- Code of practice for ground investigations Section 6: Description of soils and rocks 36.4: Description of rock masses
| BS 5930+A1 2020 Clause 36.4 | Active
|
| - Standard Test Methods for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under Varying States of Stress and Temperatures
| ASTM D7012 | Active
|
- Standard Practices for Preparing Rock Core as Cylindrical Test Specimens and Verifying Conformance to Dimensional and Shape Tolerances
| ASTM D4543 | Active
|
- Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
| ASTM D2216 | Active
|
| Construction Materials |
| | - Methods of test for Soils for civil engineering purposes Part 4 : Compaction-related tests. Determination of dry density/moisture content relationship: Method using 4.5 kg rammer for soils with particles up to medium-gravel size Method using 4.5kg rammer for soils with some coarse gravel-size particles Methods of test for Soils for civil engineering purposes Part 2 : Classification tests and determination of geotechnical properties: Clause 11.5: Method using 4.5 kg rammer with 1L mould Clause 11.6: Method using 4.5kg rammer with CBR mould
| BS 1377 Part 4 Test 3.5 and 3.6 BS 1377 Part 2 Clause: 11.5 & 11.6 | Active
|
- Method of test for Soils for civil engineering purposes Part 2 : Classification tests Determination of particle size distribution wet sieving method & Dry sieving method Methods of test for Soils for civil engineering purposes Part 2 : Classification tests and determination of geotechnical properties Clause 10: Determination of particle size distribution / Geotechnical Investigation and testing of soil Part-4: Determination of Particle size distribution
| BS 1377 Part 2 Clause 9.2 & 9.3 BS 1377 Part 2 Clause 10 BS EN 17892 Part 4 Clause 5.2 | Active
|
- Methods of test for soils for civil engineering purposes. Part 9: In-situ tests Sand replacement method suitable for fine, medium and coarse grained soils (large and small pouring cylinder method)
| BS 1377 Part 9 Clause 2.1 & 2.2 AMD 8264 | Active
|
- Method of test for Soils for civil engineering purposes Part 2 : Classification tests Determination of Moisture Content Methods of test for Soils for civil engineering purposes Part 2 : Classification tests and determination of geotechnical properties Clause4.1: Determination of Moisture Content Geotechnical investigation and testing — Laboratory testing of soil Part 1: Determination of water content
| BS 1377 Part 2 Clause 3.2 BS 1377 Part 2 Clause 4.1 BS EN 17892 Part 1+A1:2022 | Active
|
| - Testing concrete Part 116: Method for determination of compressive strength of concrete cubes
| BS 1881 Part 116 AMD 6097-89 & AMD 6720-91 | Active
|
- Testing concrete Part 114: Methods for determination of density of hardened concrete
| BS 1881 Part 114 | Active
|
- Testing concrete Part 111: Method of normal curing of test specimens (20 °C method)
| BS 1881 Part 111 | Active
|
- Testing Concrete in structure Part 1: Cored specimens- Taking, examinig and testing in compression
| BS EN 12504 Part 1 | Active
|
