Details

Soil & Rock

Type of Sample / Test
Type of Sample / TestTest DescriptionStandardHOKLAS Accreditation
Soil
(Phase I)
Dry density/moisture content relationship of soils containing particles which are not susceptible to crushing (using a 1000cc mould and 2.5 kg rammer)GEOSPEC 3 : 2001 Test 10.1 / 10.2
GEOSPEC 3 : 2017 Test 10.1 / 10.2
Yes
Soil
(Phase I)
Dry density/moisture content relationship of soils containing particles which are not susceptible to crushing (using a CBR mould and 2.5 kg rammer)GEOSPEC 3 : 2001 Test 10.3 / 10.4
GEOSPEC 3 : 2017 Test 10.3 / 10.4
Yes
Soil
(Phase I)
Dry density/moisture content relationship of soils containing particles which are not susceptible to crushing (using a 1000cc mould and 4.5 kg rammer)GEOSPEC 3 : 2001 Test 10.5 / 10.6
GEOSPEC 3 : 2017 Test 10.5 / 10.6
Yes
Soil
(Phase I)
Dry density/moisture content relationship of soils containing particles which are not susceptible to crushing (using a CBR mould and 4.5 kg rammer)GEOSPEC 3 : 2001 Test 10.7 / 10.8
GEOSPEC 3 : 2017 Test 10.7 / 10.8
Yes
Soil
(Phase I)
In-situ bulk density and in-situ dry density of soils by the sand replacement method suitable for fine and medium grained soils (with small pouring cylinder)GEOSPEC 3 : 2001 Test 11.1
GEOSPEC 3 : 2017 Test 11.1
Yes
Soil
(Phase I)
In-situ bulk density and in-situ dry density of soils by the sand replacement method suitable for fine, medium, and coarse grained soils (with large pouring cylinder)GEOSPEC 3 : 2001 Test 11.2
GEOSPEC 3 : 2017 Test 11.2
Yes
Soil
(Phase I)
Relative compaction of fill materialBuildings Department PNAP 55 1994 ) Cl. 2 App. A
Buildings Department PNAP 55 (2005) Cl. 4 App. A
GEOSPEC 3 : 2001 Test 11.4
GEOSPEC 3 : 2017 Test 11.4
Yes
Soil
(Phase I)
Particle size distribution of fill materialsGeneral Specification for Civil Engineering Works (2006)
Vol. 1 Cl. 6.70 & 6.72(3)
Yes
Soil
(Phase I)
Coefficient of uniformityGeneral Specification for Civil Engineering Works (2006)
Vol. 1 Cl. 6.7 2(4)
Yes
RockDropping test of rock armour to determine the resistance to fractureGeneral Specfication for Civil Engineering Works (2006) Vol. 2 Cl. 21.97 (1) & (2) and Cl. 21.99 (2)Yes
FoundationPlate load test (PLT)BS 1377: Part 9: 1990 (Amd 8264) Cl. 4.1 (incremental loading/maintain load test)Yes


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