| Type of Activity |
Test Materials / Products |
Test Name |
Test Method |
Status |
| Construction Materials |
| | - 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 pouring cylinder method)
| BS1377 Part 9 Clause 2.2 AMD 17229:2007 | Active
|
- 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 4.5 kg rammer for soils with some coarse gravel-size particles
| BS 1377 Part 2 Clause 11.5 and 11.6 | Active
|
- Methods of test for Soils for civil engineering purposes Part 2: Classification tests Determination of particle size distribution- Wet sieving method & Dry Sieving Method
| BS 1377 Part 2 Clause 10 BS EN 17892-4 Clause 5.2 | Active
|
- Geotechnical investigation and testing. Laboratory testing of soil Part 4: Determination of particle size distribution
| BS EN 17892 Part 4 Clause 5.2 | Active
|
- Methods of test for Soils for civil engineering purposes Part 4: Compaction-related tests. Determination of the California Bearing Ratio (CBR)
| BS 1377 Part 2 Clause 15 | 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 4 | Active
|
- Geotechnical investigation and testing Laboratory testing of soil Part 1: Determination of water content
| BS EN 17892 Part 1+A1 | Active
|
| - Testing aggregates. Part 103.1: Method for determination of particle size distribution. Sieve tests
| BS 812 Part 103.1 Test Clause 7.2 and Clause 7.3 AMD 6003:1989 | Active
|
- Tests for geometrical properties of aggregates Part 1: Determination of particle size distribution. Sieving method
| BS EN 933 Part 1 | Active
|
| - Testing concrete Part 116: Method for determination of compressive strength of concrete cubes
| BS 1881 Part 116 AMD 6720 | Active
|
- Testing hardened concrete Part 3: Compressive strength of test specimens
| BS EN 12390 Part 3 | Active
|
- Testing concrete Part 114: Methods for determination of density of hardened concrete
| BS 1881 Part 114 AMD 6721 | Active
|
- Testing hardened concrete Part 7: Density of hardened concrete
| BS EN 12390 Part 7 | Active
|
- Testing Concrete Part 111: Method of normal curing of test specimens (20°C method)
| BS 1881 Part 111 | Active
|
- Testing hardened concrete Part 1: Shape, dimensions and other requirements for specimens and moulds
| BS EN 12390 Part 1 | Active
|
| Geotechnical Investigation |
| | - Methods of test for soils for civil engineering purposes Part 9: In-situ tests In Situ penetration test- Determination of the penetration resistance using the split-barrel sampler (the standard penetration test SPT)
| BS 1377 Part 9 Clause 3.3 ISO 5930+A1 Clause 24 | Active
|
- Code of practice for site investigations Section 3: Field investigations- Soil Sampling: • Light cable percussion boring Split barrel Sampling
| BS 5930+A1 Clause 24.9 and Clause 25 | Active
|
| - Code of practice for site investigations Section 6: Description of soils and rocks- Soil Description • Description of soils • Description and classification of rocks - Classification of Rock
| BS 5930 Section 41 &44 Clark and Walker BS 5930+A1 Section 33,35 & 36 | Active
|
| - Code of practice for site investigations – Rotary core drilling
| BS 5930+A1 Section 4 | Active
|
- Code of practice for site investigations Rock quality designation; Code of practice for site investigation; Core recovery
| BS 5930+A1 Clause 36 | Active
|
- Standard Test Methods for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under Varying States of Stress and Temperatures
| ASTM D7012 Method C At Room Temperature | 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
|
| - Code of practice for site investigations Ground water level measurement • Section 3. Field investigations- Methods of determining groundwater pressures • Section 4. Field tests- Observation Wells
| BS 5930+A1 Clause 26.4, Clause 52.0 & Clause 63 | Active
|
- Code of practice for site investigations Section 3. Field investigations- Groundwater samples
| BS 5930+A1 Clause 26.4 | Active
|
| - Code of Practice for Site Investigations Section 7 Reporting Section 10. Geotechnical Reporting
| BS 5930+A1 Section 10 | Active
|
| | - Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical testing Determination of Acid soluble sulphate content of soil
| BS 1377 Part 3+A1 Sections 7.6 & 7.9.2 | Active
|
- Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical testing Determination of the pH value
| BS 1377 Part 3+A1 Section 12 | Active
|
- Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical testing Determination of the water soluble chloride content of soil
| BS 1377 Part 3+A1 Sections 9.2.4 & 9.2.7 | Active
|
- Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical testing Determination of water soluble sulphate content of soil
| BS 1377 Part 3+A1 Sections 7.6 & 7.3.3 | Active
|
| - Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical testing Determination of the chloride content of ground water
| BS 1377 Part 3+A1 Section 9.2.7 | Active
|
- Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical testing Determination of the sulphate content of ground water
| BS 1377 Part 3+A1 Sections 7.6 & 7.8 | Active
|
- Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical testing Determination of the pH value ground water
| BS 1377 Part 3+A1 Section 12 | Active
|
