| 样本/测试种类 | 测试描述 | 测试标准 | HOKLAS 认可 |
| Cement | Compressive strength of broken prism | BS EN 196-1 : 2005 | Yes |
| Cement | Flexural strength of mortar prisms | BS EN 196-1 : 2005 | Yes |
| Cement | Standard consistence | BS EN 196-3 : 2005 + Al: 2008 Cl. 5 | Yes |
| Cement | Setting times | BS EN 196-3 : 2005 + Al: 2008 Cl. 6 | Yes |
| Cement | Soundness | BS EN 196-3 : 200 5 + 2008 Cl. 7 | Yes |
| Cement | Density | BS EN 196-6 : 1992 Annex NC
BS EN 196-6 : 2010 Annex NC | Yes |
| Cement | Fineness | BS EN 196-6 : 1992 Cl. 4 (by Blaine Method)
BS EN 196-6 : 2010 Cl. 4 (by Blaine Method) | Yes |
| GGBS | Density | BS EN 15167-1 : 2006 Cl. 5.5 g | Yes |
| GGBS | Fineness | BS EN 15167-1 : 2006 Cl. 5.3.1 | Yes |
| GGBS | Initial Setting Time | BS EN 15167-1 : 2006 clause 5.3.2.2 | Yes |
| GGBS | Activity index | BS EN 15167-1 : 2006 Cl. 5.3.2.3 | Yes |
| GGBS | Moisture content | BS EN 15167-1 : 2006 Annex A | Yes |
| PFA | Activity index | BS EN 196-1: 2016
in conjunction with the following specification:
BS EN 450-1: 2012 | Yes |
| PFA | Moisture content | BS 3892 : Part 1 : 1997 Annex C | Yes |
| PFA | Fineness | BS 3892 : Part 1 : 1997 Annex D
in conjunction with the following specification:
BS 3892 : Part 1: 1997 Cl. 6
BS EN 451-2 : 2017
in conjunction with the following specification:
BS EN 450 1 : 2005 + A1: 2007 Cl. 5.3.1 | Yes |
| PFA | Particle density | BS EN 196-6 : 199 2 Annex NC
in conjunction with the following specification:
BS 3892 : Part 1 : 1997 Cl . 7
BS EN 196-6 : 2010 Annex NC
in conjunction with the following specification:
BS EN 450-1 : 2005 + A1 2007 Cl. 5.3.4 | Yes |
| PFA | Initial setting time | BS EN 196-3 : 2016 Cl. 6 .1 & 6.2
in conjunction with the following specification
BS 3892 : Part-1 : 1997 Cl. 10
BS EN 450-1 : 2005 + 2007 Cl. 5.3.5 | Yes |
| PFA | Soundness | BS EN 196-3 : 2016 Cl. 7
in conjunction with the following specification
BS 3892 : Part 1 : 1997 Cl. 1 1
BS EN 450-1 : 2005 + 2007 Cl. 5.3.3 | Yes |
| PFA | Water requirement | BS 3892 : Part 1 : 1997 Annex E
in conjunction with the following specification:
BS 3892 : Part 1 : 1997 Cl. 8
BS EN 450-1 : 2005 + A1: 2007 Annex B
in conjunction with the following specification:
BS EN 450-1 : 2005 + A1: 2007 Cl. 5.3.6 | Yes |
| PFA | Strength Factor | BS 3892: Part 1: 1997 Annex F
in conjunction with the following specification:
BS 3892: Part 1: 1997 Cl. 9 | Yes |
| Silica Fume | Accelerated Pozzolanic Activity Index at 7 days | CSA-A23.5-M86
ASTM C311 | No |
| Silica Fume | Activity index | BS EN 13623
BS 3892 : Part 1 : 1997
BS EN 450-1:2005 | No |
| Silica Fume | Density | CSA-A23.5-M86 | No |
| Silica Fume | Dry mass content | BS EN 13623 | No |
| Silica Fume | Fineness | CAN/CSA-A23.5-M86 | No |
| Silica Fume | Increase of Drying Shrinkage | CSA-A23.5-M86 & ASTM C311 | No |
| Silica Fume | Moisture content | CAN/CSA-A23.5-M86 | No |
| Silica Fume | Reactivity with Cement Alkalies | CSA-A23.5-M86 & ASTM C441 | No |
| Silica Fume | Soundness | CSA-A23.5-M86 (with modification) | No |
| Silica Fume | Specific surface area | BS EN 13623 /
ISO 9277 | No |
| Water | Initial setting time | BS EN 1008 : 2002 | Yes |
| Water | Strength of concrete | BS EN 1008 : 2002 | Yes |
