Our laboratory carries out tests in the fields of Geotechnical Engineering, Road and Pavement Materials and Cement-Concrete.
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The laboratory since 2005 is licenced by the Directorate of the Central Laboratory of Public Works of the Ministry of Infrastructure and Transport and certified according to ISO9001-2015 by TUV-HELLAS.
The laboratory equipment is calibrated at the specified time intervals by an accredited calibration laboratory.
We also provide site laboratory facilities to meet the needs of an on site laboratory in Greece and abroad.
Laboratory Tests
| TEST | METHOD |
|---|---|
| DRY PREPARATION OF DISTURBED SAMPLES | Ε105-86-1 |
| DETERMINATION OF SOIL MOISTURE CONTENT | Ε105-86-2 |
| DETERMINATION OF DENSITY OF UNDISTURBED SAMPLES | Ε105-86-3 |
| DETERMINATION OF SOIL SPECIFIC GRAVITY | Ε105-86-4 |
| DETERMINATION OF PLASTICITY LIMIT AND PLASTICITY INDEX | Ε105-86-6 |
| STANDARD METHOD OF PARTICLE SIZE ANALYSIS OF FINE AND COARSE AGGREGATES DRY METHOD | Ε105-86-7 |
| STANDARD METHOD FOR THE DETERMINATION OF MATERIAL FINER THAN SIEVE N200 ON AGGREGATES | Ε105-86-8 |
| PARTICLE SIZE ANALYSIS WITH HYDROMETER | Ε105-86-9 |
| ONE-DIMENSIONAL CONSOLIDATION TEST | Ε105-86-13 |
| UNCONFINED COMPRESSIVE TEST | Ε105-86-14 |
| DIRECT SHEAR TEST | Ε105-86-16 |
| DETERMINATION OF THE PERMEABILITY COEFFICIENT IN THE CONSOLIDATION DEVICE | Ε105-86-19 |
Laboratory Tests
| TEST | METHOD |
|---|---|
| DETERMINATION OF NATURAL MOISTURE CONTENT OF ROCK SAMPLES | Ε103-84-1 |
| DETERMINATION OF POROSITY AND DENSITY OF ROCK SAMPLES BY THE BUOYANCY METHOD AND THE USE OF A VACUUM DEVICE | Ε103-84-3 |
| DETERMINATION OF UNCONFINED COMPRESSIVE STRENGTH OF ROCK SAMPLES | Ε103-84-4 |
| DETERMINATION OF POINT LOAD STRENGTH OF ROCK SAMPLES | Ε103-84-5 |
Laboratory Tests
| TEST | METHOD |
|---|---|
| SAMPLING OF FRESH CONCRETE | ΕΝ12350-1:2000 (KTΣ2016) |
| MAKING AND CURING SPECIMENS FOR STRENGTH TESTS | ΕΝ12390-2:2001 (KTΣ2016) |
| SLUMP TEST | EN12350-2:2000 (KTΣ2016) |
| SAMPLING OF CONCRETE CORES, CAPPING OF CORES, AND TESTING IN COMPRESSION | EN12504-1:2000 (KTΣ2016) |
| DETERMINATION OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS | EN12390-3:2002 (KTΣ2016) |
| HARDENED CONCRETE CARBONATION DEPTH TEST | CPC18-1998 |
Laboratory Tests
| TEST | METHOD |
|---|---|
| DETERMINATION OF SOIL DENSITY IN PLACE BY THE SAND-CONE METHOD | Ε106-86-2 |
| DETERMINATION OF THE COMPACTION CHARACTERISTICS (MOISTURE-DENSITY) OF SOIL (STANDARD PROCTOR METHOD) | Ε105-86-10 |
| DETERMINATION OF THE COMPACTION CHARACTERISTICS (MOISTURE-DENSITY) OF SOIL (MODIFIED PROCTOR METHOD) | Ε105-86-11 |
| CALIFORNIA BEARING RATIO TEST (CBR) | Ε105-86-12 |
| DETERMINATION OF PARTICLE SIZE DISTRIBUTION – SIEVING METHOD | ΕΝ 933-1:2012 |
| DETERMINATION OF FINES IN AGGREGATES AND SOILS - SAND EQUIVALENT TEST | EN 933-8:2012 |
| RESISTANCE TO FRAGMENTATION - LOS ANGELES TEST | ΕΝ 1097-2:2010 |
| DETERMINATION OF THERMAL AND WEATHERING PROPERTIES OF AGGREGATES; MAGNESIUM SULPHATE TEST | ΕΝ 1367.02:2009 |
| DETERMINATION OF RELATIVE DENSITY (SPECIFIC GRAVITY) AND THE ABSORPTION OF COARSE AGGREGATES | ASTM C127:2001 |
| METHOD FOR REDUCING LABORATORY SAMPLES | EN 932-2:2000 |
| SOLUBLE BINDER CONTENT IN BITUMINOUS MIXTURES | EN 12697-1:2012 |
| PARTICLE SIZE DISTRIBUTION OF BITUMINOUS MIXTURES | EN 12697-2:2003 |
| DETERMINATION OF BULK DENSITY OF BITUMINOUS SPECIMENS | EN 12697-6:2012 |
| DETERMINATION OF VOID CHARACTERISTICS OF BITUMINOUS SPECIMENS | EN 12697-8:2003 |
| BITUMINOUS SAMPLE REDUCTION | EN 12697-28:2001 |
| BITUMINOUS MIXTURES PREPARATION BY IMPACT COMPACTOR | EN 12697-30:2012 |
| DETERMINATION OF THE DIMENSION OF BITUMINOUS MIXTURES SPECIMENS | EN 12697-29:2003 |
| DETERMINATION OF STABILITY FOR BITUMINOUS MIXTURES: MARSHALL TEST | EN 12697-34:2012 |
| DETERMINATION OF THE MAXIMUM DENSITY OF BITUMINOUSMIXTURES | EN 12697-5:2010 |
| PLATE LOAD TEST | DIN18134:2001 E106-84-4 |