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STATE

- Determination of on-site thermal transmittance

- Determination of thermal conductivity with the hot plate method with guard ring

- Calculation of the thermal transmittance of the nodes of a window or door

- Thermal transmittance of the windows or doors with a simplified method

- Sample weight, each

- Porosimeter for concrete

- Sieve

- Torque wrench

- Torque wrench

- Thermostatic tank

- Furnace or stove

- Inert substances moisture probe, excluding external personnel performance

- Additive doser, excluding external personnel performance

- Water doser, excluding external personnel performance

- Thermometer

- Scales for bentonite

- Charpy pendulum, excluding external personnel performance

- Press up to 5000 kN, for each additional read-out

- Press up to 5000 kN, for one read-out, excluding external personnel performance

- Hydraulic jack (up to 5000 kN)

- Sclerometer (check to calibration anvil)

- Pressure gauges (up to 700 bar)

- Dynamometer

- Strain gauge

- Comparator, micrometer

- Caliber

- Weighing scale

- Cooking test in a muffle furnace

- Thermal expansion test

- Modulus of rupture after drying (MOR)

- Residue at 63 micron

- Mineralogical analysis by X-ray diffractometer.

- Chemical analysis by X-ray fluorescence spectrometer (with loss on ignition at 1050 °C)

- Oxidation stability (induction period)

- Flash point

- Corrosion on copper

- Cetane number

- Viscosity index

- Carbonaceous residue

- Punto di intorbidimento

- Lubricity determination at 60 ° C

- Cetane index, per sample

- Determination of Polycyclic Aromatic Hydrocarbons

- Sulphur content, per sample

- FAME content, per sample

- Determination of ash content, per sample

- Determination of existing solid contaminants

- Determination of CFPP, per sample

- Distillation, per sample

- Determination of viscosity, per sample

- Determinazione acqua, per campione

- Determination of the volume mass (density), per sample

- Appearance, per sample

- Quantitative determination of metals in the eluates from the leaching test or for the purpose of landfill, using ICP-OES plasma emission spectrophotometry: Arsenic, Barium, Copper, Zinc

- Determination of ash at 650 °C

- Determination of PCB and PCT in metallic waste for recovery

- Determination of hydrocarbon fractions according to THWG in waste

- 2mm sieved fraction, fragment

- Weekly noise measurements with fixed station for the determination of the level of vehicular traffic (RU-3)

- Field analysis with portable photoionization detector (PID) for the research of volatile compounds

- Determination of acrylamide in excavated earth and rocks and in waste

- Execution of the leaching test according to Ministerial Decree 02/05/98 (as amended by Article 186/06) Annex 3

- Determination of nitrites in soils

- Estimation of the composition of the hydraulic binder through the determination of soluble aluminium, silica, iron and the relative calculation

- Determination of Resistivity in reinforced earth

- Determination of pH in excavated earth and rocks and in waste

- Determination of the presence of Dimethyl fumarate in silica gel in excavated earth and rocks and in waste

- Determination of esters of phthalic acid in excavated earth and rocks and in waste

- Determination of non-carcinogenic chlorinated aliphatics in excavated earth and rock and in waste

- Determination of dioxins and furans in excavated earth and rocks and in waste

- Determination of halogenated solvents in excavated earth and rocks and in waste

- Determination of non-ionic surfactants (TAS) in excavated earth and rocks and in waste

- Determination of organic nitrogen solvents in excavated earth and rocks and in waste

- Determination of nitrates in excavated earth and rocks and in waste

- Determination of total solid fixed at 550 °C in excavated earth and rocks and in waste

- Determination of organic aromatic solvents in excavated earth and rocks and in waste

- Determination of chlorinated pesticides in excavated earth and rocks and in waste

- Determination of anionic surfactants (MBAS) in excavated earth and rocks and in waste

- Determination of PCB (Polychlorobiphenyl) in excavated earth and rocks and in waste

- Determination of mineral hydrocarbons (C 10 – C 40) in waste

- Determination of heavy hydrocarbons C> 12 (C 13-C 40) in excavated earth and rocks

- Determination of light hydrocarbons C <12 in excavated earth and rocks and in waste

- Determination of phytopharmaceuticals in excavated earth and rocks and in waste

- Determination of aromatic amines in excavated earth and rocks and in waste

- Determination of chlorophenols in excavated earth and rocks and in waste

- Determination of phenols in excavated earth and rocks and in waste

- Determination of chlorobenzenes in excavated earth and rocks and in waste

- Determination of nitrobenzenes in excavated earth and rocks and in waste

- Determination of non-carcinogenic halogenated aliphatics in excavated earth and rock and in waste

- Determination of carcinogenic halogenated aliphatics in excavated earth and rocks and in waste

- Determination of organic aromatic compounds (BTEX) in excavated earth and rocks and in waste

- Determination of fluorides in excavated earth and rocks

- Determination of cyanides in excavated earth and rocks

- Determination of polycyclic aromatic hydrocarbons (PAH) in excavated earth and rocks and in waste

- Determinazione carbonio organico totale (TOC) nelle terre e rocce da scavo e nei rifiuti

- Determinazione residuo secco a 105 °C e contenuto di acqua nelle terre e rocce da scavo e nei rifiuti

- Sampling of earth and/or waste matrices

- Determination of Pb, Cd, As, Ni, in the PM10 fraction of suspended particulate

- Determination of the mass concentration of PM 10 and PM 2.5 by gravimetric method

- Determination of carbonyl compounds (Acetaldehyde, Acroeline, Benzaldehyde, Butanal, Exanal, Formaldehyde, Isopentanal, Pentanal, Propanal)

- Determination of acrylonitrile

- Determination of organic acids (acetic acid)

- Determination of hydrochloric acid

- Determination of hexavalent chromium

- Determination of hydrocyanic acid

- Determination of wood dusts

- Determination of oil mists in working environments

- Determination in solvents in working environments

- Determination of welding fumes in working environments

- Determination of oxygen or carbon dioxide (electrochemical cells)

- Determination of sulphides

- Determination of Sox or Nox

- Determination of solvents for paints

- Sampling of interstitial gas for bubbling detection and determination of ammonia

- Quantitative determination of free asbestos fibres by PCOM

- Sampling of airborne free fibres

- Determination of total dust as respirable fraction on membrane

- Microclimate and TBI (temperature, humidity, ventilation)

- Determination of PCB + PCT + PCN + PCDF

- Determination of dioxins

- Determination of TOC and VOC

- Determination of flow and temperature

- Determination of condensation water

- Determination of organic anions

- Determination of inorganic anions

- Determination of chlorine

- Determination of metals

- Determination of polycyclic aromatic hydrocarbons

- Determination of total organic substances

- Determination of formic aldehyde-ozone-hydrogen sulphide

- Determination of halogens and their compounds

- Determination of carbon monoxide and dioxide

- Determination of nitrogen and sulphur oxides

- Determination of the crystalline silica content

- Determination of dustiness by gravimetric method

- Sampling of work environment atmosphere

- Clostridium perfringens in water

- Spores of sulphite reducing clostridia in water

- Legionella in water

- Escherichia coli in water

- Pseudomonas aeruginosa in water

- Yeasts and molds in the water

- Salmonella spp. in water

- Intestinal enterococci in water

- Faecal coliforms in water

- Total coliforms in water

- Total bacterial count (30 °C) in water

- Total bacterial count (22°C) in water

- Determination of detergents

- Determination of the smell

- Determination of the colour

- Determination of oils and fats

- Determination of the phosphate content

- Determination of alkali content (such as Na2O equivalent)

- Determination of suspended solids

- Determination of mineral salts

- Determination of hydrogen sulphide

- Determination of organic substances

- Determination of ammonia content

- Determination of nitrate content

- Determination of magnesium content

- Determination of free carbon dioxide content

- Determination of sulphate content

- Determination of chloride content

- Determination of total hardness

- Determination of temporary hardness

- Determination of pH

- Quantitative determination of metals in wastewater, groundwater, discharged onto the soil and for human consumption, using ICP-OES plasma emission spectrophotometry: Mercury, Phosphorus

- Calculation of Sodium Absorption Ratio (SAR) by the determination of Magnesium, Sodium and Calcium, by sample

- Determination of total nitrogen in water

- Determination of BTEX in water

- Determination of radioactive substances in water, including: Total alpha activity, Total beta activity, Total indicative dose (TID)

- Determination of smell in water

- Determination Bromate in water

- Determination of Epichlorohydrin in water

- Determination of chlorite in water

- Determination of vinyl chloride in water

- Determination of Trialomethanes – total in water

- Determination of C> 12 heavy hydrocarbons in water

- Analytical, taxonomic and quantitative determinations of phytoplantonic and zooplantonic populations with evaluation of transparency in surface waters

- Determination of carcinogenic chlorinated aliphatic solvents in water

- Determination of light hydrocarbons C <12 in water

- Determination of chlorides in water

- Determination of sulphates in water

- Determination of polychlorinated biphenyls (PCBs) in water

- Determination of phytopharmaceuticals and pesticides in water

- Determination of chlorophenols in water

- Determination of chlorobenzenes in water

- Determination of nitrobenzenes in water

- Determination of halogenated aliphatic solvents in water

- Determination of Polycyclic Aromatic Hydrocarbons (PAH) in water

- Determination of pesticides and similar products in water

- Determination of phosphorated pesticides in water

- Determination of total surfactants in water

- Determination of nitric nitrogen (as N-NO3 or NO3) in water

- Determination of nitrous nitrogen (as N-NO2 or NO2) in water

- Determination of sulphides in water

- Determination of free active chlorine in water

- Determination of fluorides in water

- Determination of sulphite content in water

- Determination of cyanides in water

- Determination of oxidability – Kubel in water

- Determination of nitrates (such as N-NO3 or NO3) in water

- Determination of aromatic organic solvents in water, per sample

- Determination of total hydrocarbons in water

- Determination of chlorinated organic solvents in water

- Determination of nitrogenous solvents in water

- Determination of aromatic amines in water

- Determination of vegetable and animal fats and oils in water

- Determination of aldehydes in water

- Determination of Total Organic Carbon (TOC) in water

- Determination of ammoniacal nitrogen (as N-NH4 or as NH4) in water

- Determination of total phenols in water

- Determination of free carbon dioxide in water

- Determination of cationic surfactants in water

- Determination of colour in water

- Determination of the temperature in water

- Determination of electrical conductivity in water

- Redox potential in water

- TAS non-ionic surfactants in water

- MBAS anionic surfactants in water

- Determination of acrylamide in water

- Determination of dry residue at 180° in water

- Determination of turbidity content in water

- Determining Biochemical Oxygen Demand (BOD) in water

- Determination of Chemical Oxygen Demand (COD) in water

- Determination of coarse sedimentable substances in water

- Determination of suspended solids in water

- Determination of total alkalinity in water

- Determination of dissolved oxygen in water

- Determination of total hardness in water

- Determination of pH in water

- Sampling of water matrices

- Dynamic pile load test (CASE method)

- Monitoring of the movement of cracks on concrete structures carried out with a mechanical strain gauge and millesimal comparator

- Load test on floor or beam with load applied with push jacks and measurement of deflections with centesimal comparators

- Load test on a floor or beam with load applied with pull jacks and measurements of deflections with centesimal comparators, for the whole premises

- Load test on floor or beam with pillow tanks, for the whole premises

- Static load test on decks with measurements of the deflections carried out by level of precision, for the whole premises

- Dynamic load tests on decks with a supporting structure of any kind with the application of dynamic pulses and detection of the response frequencies by means of accelerometers applied at determined po

- Static load test on decks with supporting structure of any kind with application of vertical static loads represented by one or more freight trains with known capacity according to the requirements of

- Monitoring, during the 24 hours before the pile load test, of the thermal influence on the failure measurement system

- Load test on parapet or masonry wall

- Load test on concrete beam

- Test of resistance to wind load on soundproof panels

- Determination of the collapse value on vertical uprights

- Bending test on the upright of highway barriers

- Bending test on pipes

- Traction test on micropiles

- Static testing of sound-absorbing panels

- Axial load test on foundation piles

- Axial load test on foundation micropiles

- Verification of hydraulic seal on aqueducts, excluding external personnel performance

- Verification of hydraulic seal on sewer with pneumatic plugs for temporary obstruction of pipes from 150 mm to 800 mm in diameter, excluding external performance of personnel and technical report

- Television sewer inspection with portable system, control panel with monitor and service monitor, cable reel, camera with rotating head (9 bar) with lighting ring, steering tractor with pantograph; ad

- Verification of tie rod tensioning

- Extraction test on coach screws

- On-site determination of the resistance to the extraction of rock anchors, for each anchorage, such as Dywidag bars or similar

- On-site determination of the resistance to extraction of rock anchors such as Super Swellex, Dywidag or similar

- On-site determination of the resistance to extraction of rock anchors

- Determination of the clamping force of bolts

- Determination of site density

- Measurement of the irregularity of the flooring: measurement with ruler

- Determination of the regularity of the flooring (International Roughness Index)

- Determination of the transverse adhesion coefficient

- Determination of the coefficient of retroreflected luminance

- Determination of the deflection of a flexible superstructure – Falling weight deflectrometer

- Determination of the thickness of a flooring – Ground Penetrating Radar

- Determination of the permeability of the flooring

- Determination of the deflection of a flexible superstructure – Benkelman beam

- Determination of a surface’s resistance to slippage/drifting

- Determination of the surface macro-roughness of the flooring

- Determination of the sieving residue and determination of the storage stability by sieving

- Determination of stability to mixing with cement

- Determination of adhesion

- Determination of pH

- Determination of the efflux time

- Sampling

- Determination of the rupture index

- Determination of the polarity of the particles

- Determination of sedimentation

- Determination of the portion retained with a 0.85 mm sieve

- Determination of the Engler viscosity

- Determination of water content

- Determination of the recovered binder and flux oils by distillation

- Bitumen recovery

- Determination of polymer content**

- Determination of the degree of compaction

- Quantity of sprayed bitumen

- Temperature measurement

- Sampling of bituminous conglomerates

- Determination of the maximum theoretical density

- Cyclic compression test

- Determination of stiffness

- Imprint test

- Determination of sensitivity to water

- Initial type tests

- Mix design of a cold recycled materials

- Mix design of a hot bituminous conglomerate

- Cantabro test

- Determination of sound absorption (Kundt’s tube)

- Preparation of specimens by rotary press

- Determination of the characteristics of vacuums

- Determination of indirect tensile strength

- Recovery of bitumen from a solution with the Abson method

- Determination of the permeability of a specimen

- Determination of the binder content by ignition

- Determination of the granulometry (after extraction of the binder)

- Determination of the thickness of a flooring – Coring

- Determination of the density of compacted samples

- Determination of the binder content by solvent extraction

- Preparation of specimens by impact compactor

- Marshall test

- Resistance to permanent deformation (rutting)

- Determination of polymer content**

- Determination of the softening point using the Wilhelmi method

- Determination of the influence of the filler on the softening point of a bituminous binder with ball and ring method

- Determination of resistance to hardening – RTFOT method

- Determination of the storage stability of modified bitumen

- Determination of the dynamic viscosity

- Determination of the flash and fire point

- Sampling of bituminous binders

- Determination of elastic return

- Determination of ductility

- Determination of paraffin content

- Determination of solubility

- Determination of the loss due to heating (volatility)

- Determination of kinematic viscosity

- Determination of the penetration index

- Determination of density and specific weight

- Determination of the breaking point according to the Fraass method

- Determination of the softening point with ball and ring method

- Determination of the needle penetration

- Determination of organic contaminants **

- Determination of the content of humic substance

- Determination of loss on ignition**

- Determination of initial consumption of lime (ICL)

- Determination of sulphate content in soil

- Determination of the total carbonate content, expressed as CaCO3, by calcimetry

- Determination of the pH of a soil

- Determination of the content of organic substances in a soil (ASTM method)

- Determination of the content of organic substances of a soil (AFNOR method)

- Capillary ascent test

- Indirect tensile test on cylindrical specimens of cemented mixture

- Compression test on cylindrical specimens of cemented mixture, or on lime/cement stabilised earth

- Measurement of swelling after imbibition of compacted specimen in CBR hollow punch

- Determination of the variation of the CBR bearing index of earth as a function of compaction humidity

- Measurement of swelling after imbibition of compacted specimen in CBR hollow punch

- Specimen reconstitution with known water content and density, for cutting, edometric and triaxial tests

- Resonant column test

- Consolidated drained CD triaxial test (3 specimens)

- Consolidated undrained CU triaxial test (3 specimens)

- Unconsolidated undrained UU triaxial test (3 specimens)

- Simple unconfined compression test on earth (ELL)

- Cyclic torsional shear test

- Shear test with annular device for determining the residual shear strength

- Determination of residual resistance parameters by direct shear test (with simplified procedure)

- Direct shear test performed with Casagrande box (3 specimens)

- Shear test with laboratory scissometer – Vane Test (average of 3 tests)

- Determination of the deformation/pressure from swelling in oedometer

- Oedometric consolidation test

- Determination of permeability coefficient in a triaxial cell

- Determination of the direct permeability coefficient (variable load) in oedometer

- Determination of the direct permeability coefficient, at constant load or at variable load in permeameter

- Determination of the degree of pulverisation of a stabilized soil by treatment with lime/cement

- Determination of the relative density of a soil

- Determination of the density in heap and of the intergranular voids

- Proctor compaction test with punch diam. 150mm (standard Proctor)

- Proctor compaction test with punch diam. 100mm (standard Proctor)

- Proctor compaction test with punch diam. 250mm (standard Proctor)

- Proctor compaction test with punch diam. 250mm (Proctor mod.)

- Proctor compaction test with punch diam. 150mm (Proctor mod.)

- Proctor compaction test with punch diam. 100mm (Proctor mod.)

- Classification of organic land

- Geotechnical classification of a soil

- Determination of the shrinkage limit of a soil

- Determination of the consistency limits (or Atterberg) of a land: liquid limit and plastic limit

- Particle size analysis for sedimentation (areometry)

- Granulometric analysis of a soil using screens and sieves, wet method

- Granulometric analysis of a soil using screens and sieves, for large pieces (over 30 kg)

- Granulometric analysis of a soil using screens and sieves, wet method

- Granulometric analysis of a soil using screens and sieves, dry method

- Determination of the density of solid granules (real specific weight) – pycnometer method

- Determination of the natural density (natural volume weight) of a soil by hydrostatic weighing (paraffinated specimen)

- Determination of the natural density (natural volume weight) of fine grained soils by geometric measurement (calibrated punch)

- Determination of the index properties: real density, apparent density, porosity, void ratio, degree of saturation

- Determination of the content in water

- Opening (with punch extraction) and description of an undisturbed sample of soil with possible approximate determination of the resistance of consistent soils with pocket penetrometer and/or Torvane

- Natural stone products – Determination of the resistance to salt crystallisation

- – Natural stone products – Determination of resistance to accelerated aging by thermal shock, excluding specimen preparation

- Natural stone products – Determination of resistance to aging due to sulphur dioxide in the presence of moisture, excluding specimen preparation

- Natural stone products – Determination of resistance to abrasion (rotating disc method)

- Natural stone products – Determination of frost resistance (technological test: flexural strength)

- Natural stone products – Determination of flexural strength (series of 10 specimens)

- Natural stone products – Determination of water absorption at atmospheric pressure

- Natural stone products – Determination of real and apparent densities and total and open porosity

- Natural stone products – Determination of slip resistance

- Natural stone products – Determination of water vapour permeability Hygrothermal performance of building materials and products Determination of transmission properties

- Natural stone products – Determination of frost resistance (technological test: compressive strength)

- Natural stone products – Determination of compressive strength (series of 10 specimens)

- Natural stone products – Determination of the flatness of the surfaces

- Natural stone products – Determination of geometric characteristics (dimensional checks)

- Natural stone products – Determination of the water absorption coefficient by capillarity, excluding specimen preparation

- Cutting and grinding of pieces of rock core logs, excluding possible recoring of a smaller diameter

- Collection of cylindrical specimens

- Collection of cubic or prismatic specimens

- Determination of the Shrink Swell Index (SSI) on a sample subjected to radial confinement

- Determination of the swelling pressure index (SPi) at constant volume

- Permeability test in Hoek cell

- Determination of the total carbonate content of a rock, expressed as CaCO3, by calcimetry

- Freezing cycles (48 from -12 °C to +20 °C)

- Freezing cycles (20 from -10°C to +35°C)

- Determination of impact resistance (breaking energy)

- Slake durability test

- Determination of wear coefficient by sliding friction using a tribometer

- Preparation of an aggregate sample by crushing and screening, for abrasiveness and/or fragmentation tests

- Determination of abrasion and resistance to fragmentation AFNOR

- Brittleness test

- Determination of the DRI index (joint Siever’s J-value test and Brittleness test)

- Determination of Knoop micro-hardness

- Hardness test with NCB Cone Indenter

- Drilling test for the determination of the “Sj” drilling rate index according to the Siever’s method

- Drilling test (CERCHAR hardness)

- CERCHAR abrasiveness test

- Determination of the angle of basic friction by means of the “Tilt test”

- Shear test on an artificial joint for the determination of the angle of basic friction

- Determination of the JRC roughness index of a natural rock joint by profilometer (Barton’s comb)

- Determination of shear strength on natural rock joints, with axial stresses up to 100 MPa

- Determination of the sclerometric index on rock core logs

- Determination of the puncture resistance index by means of the “point load test”

- Determination of indirect tensile strength (“Brazilian” test)

- Determination of the flexural strength

- Determination of the failure envelope parameters using the non-linear Hoek-Brown failure criterion

- Triaxial compression test (such as RO/12 with rendering of the stress/strain diagram and determination of the secant and tangent elastic modulus, excluding preparation, by specimen

- Triaxial compression test, with Hoek cell (diam. 38.1-54.7 mm) up to confinement pressures of 30 MPa, excluding preparation, by specimen

- Determination of the monoaxial compressive strength with rendering of the stress/strain diagram and determination of the secant and tangent elastic modulus and of the Poisson coefficient

- Determination of the simple monoaxial compressive strength

- Determination of the propagation velocity of shear waves (S waves) on rock samples in the laboratory

- Determination of the propagation velocity of longitudinal waves (P waves) on rock samples in the laboratory

- Determination of the real density (specific weight) – pycnometer method

- Determination of the apparent density (volume weight) on irregularly shaped specimens of rocks sensitive to water, by hydrostatic weighing after waxing

- Determination of the apparent density (volume weight) on irregularly shaped specimens by hydrostatic weighing, after saturation with application of a vacuum

- Determination of the apparent density (volume weight), on specimens of regular shape by geometric measurement

- Determination of the index properties: real density, apparent density, porosity, void ratio, degree of saturation, water content

- Determination of the water content of a rock

- Mineralogical analysis by X-ray diffractometry

- Petrographic analysis of thin section under a microscope

- Petrographic examination with optical microscope in reflected light

- Opening and description of a rock sample

- Vertical drilling performed in rotation with coating piping and continuous coring with corers with a minimum diameter of 85 mm, in soils with fine granulometry such as: clays, sand, silt

- MASW geophysical survey with Vs30 determination

- CPT test with 10t static penetrometer with tip resistance and lateral friction measurement every 20cm, for each test metre

- DPSH penetrometric test with a heavy/super-heavy “Terzaghi” dynamic penetrometer equipped with a 160-pound automatic release hammer with a fall height of 75cm, for each test metre

- SCPT test with medium dynamic penetrometer, for each test metre

- Phenolphthalein test on soils treated with lime/cement stabilization

- Verification of lime/cement dosage on site (stabilization of soils in situ)

- Inclinometer measurements

- Determination of the RQD index on geognostic survey core logs

- Stratigraphy of geognostic wells

- Collection of undisturbed soil samples

- Determination of the permeability coefficient in situ with a double-ring infiltrometer

- Determination of the permeability coefficient in situ with Guelph permeameter

- Determination of the permeability coefficient in situ with Boutwell permeameter

- Permeability test in situ, in well

- Determinazione dell’indice di portanza  CBR di una terra in sito

- Determination of dynamic deformation modulus in-situ by light-weight falling deflectometer (LFWD)

- Load test on plate with repeated cycles (diam. 45-60-75 cm) with HRB method on flexible floorings

- Determination of the “K” reaction modulus by means of a load test on a circular plate (diam. 76 cm)

- Determination of the deformation modulus by means of a load test on a circular plate (diam. 30-45-60 cm)

- Determination of the specific weight of a soil in situ (punch sampler method)

- Determination of the specific weight of a soil in situ (waterproof cloth method)

- Determination of the apparent specific weight of a soil in situ – Membrane volumetric method

- Determination of the specific weight of a soil in situ (sand replacement method diam. 300 mm)

- Determination of the specific weight of a soil in situ (sand replacement method diam. 165 mm)

- Decantation of the suspension

- Determination of the liquidity limit

- Measurement of the free water and the thickness of the “cake” for press-filtering

- Determination of the sand content

- Determination of the Marsh viscosity

- Determination of the density with Baroid balance

- Determination of water vapour permeability

- Determination of carbon dioxide permeability

- Determination of lead chromate content

- Determination of abrasion resistance (Taber Test: Abrading rubber wheel method)

- Determination of abrasion resistance (Taber Test: Abrading rubber wheel method)

- Evaluation of chemical resistances after 20 days of immersion at 25 °C in different chemical solutions

- Determination of the non-volatile residue

- Granulometric microspheres analysis

- Determination of titanium oxide content

- Determination of the % of beads

- Spectrophotometric analysis by IR

- Cross-cut test in situ on painted laminate

- Corrosion resistance in neutral salt mist chamber

- Bucholz hardness

- Impact resistance

- Drawing test

- Paint thickness test on concrete by engraving

- Hardness by pencil test (ASTM D3363: 2000)

- Determination of mandrel bend

- Determination in humidostatic chamber (500 hours)

- Determination in humidostatic chamber (150 hours)

- Determination of the thickness of the coating with a microscope

- Specific weight

- Dry residue by volume

- Abrasion resistance with tribometer

- Determination of the thickness of the paint and varnish layer using the magnetic method

- Determination of the adhesion strength of paints and varnishes to the support

- Chemical characterisation of a mortar

- Determination of the water-soluble chloride content of fresh mortars

- Determination of water vapour permeability

- Determination of adherence to the support of external and internal plaster mortars

- Determination of the coefficient of water absorption by capillarity of the hardened mortar

- Determination of water retention of cement grouts

- Determination of the fluidity of cement grouts with the use of the modified Marsh cone

- Determination of restricted expansion

- Determination of the amount of mixture water exuded

- Determination of the apparent density of fresh mortar

- Determination of the workability time and the correction time of the fresh mortar

- Determination of the consistency of fresh mortar (by shake table)

- Determination of the granulometric distribution (by sieving)

- Determination of Pentachlorophenol, by sample

- Determination of Formaldehyde release, by sample

- Visual classification of wood

- Shear strength test of bonding surfaces

- Delamination test of bonding surfaces

- Determination of shear strength

- Resistance to extraction of mechanical connecting elements

- Strength and stiffness of joints made with nails, screws, pins, bolts

- Strength and stiffness of joints made with metal sheet elements

- Resistance to bearing stress

- Determination of flexural elastic modulus, by specimen

- Specimen preparation for tests from LG/01 to LG/09, by specimen

- Determination of tensile strength perpendicular to the grain, by specimen

- Determination of tensile strength parallel to the grain, by specimen

- Determination of static flexural strength, by specimen

- Determination of compressive strength parallel to the grain, by specimen

- Determination of the compressive strength perpendicular to the grain, by specimen

- Determination of the density, by specimen

- Determination of humidity, by specimen

- Determination of the average density of the annual rings, by specimen

- Conditioning, by specimen

- Determination of soluble phosphate

- Determination of alkalis

- Determination of reactive silica in ashes

- Determination of the density of non-metallic expansive agents for cement mixes

- Determination of the content of calcium oxide in the ash

- Determination of the ferric oxide content in the ash

- Determination of the aluminium oxide content in the ash

- Determination of the silica content in the ash

- Determination of the ash activity index

- Determination of the fineness of the ash

- Determination of free calcium oxide in the ash

- Determination of sulphuric anhydride in the ash

- Determination of chloride in the ash

- Determination of the loss on ignition of the ash

- Determination of the water-soluble Chromium VI content

- Determination of SO3 in the lime

- Determination of CaO in the lime

- Determination of MgO in lime

- Determination of carbon dioxide in lime

- Determination of the reactivity to water of the lime

- Determination of free water in the lime

- Determination of sodium oxide

- Determination of potassium oxide

- Determination of aluminium oxide

- Determination of iron oxide

- Determination of silica

- Determination of calcium oxide

- Determination of the content of C4AF

- Determination of the content of C3A

- Determination of chloride content

- Determination of the alumina content

- Pozzolanicity test   

- Determination of magnesium oxide content

- Determination of sulphuric anhydride (sulphates)

- Determination of the insoluble residue

- Determination of loss on ignition

- Determination of the heat of hydration with the semi-adiabatic method

- Determination of the heat of hydration with the solution method

- Determination of fineness by air permeability meter

- Flexural strength

- Compressive strength

- Determination of the density of cement

- Setting test

- Stability test

- Fineness check

- Impermeability test on clay tiles, by specimen

- Determination of the chemical composition of fibreglass pipes

- Determination of compressive strength

- Dimensional checks (internal and external diameter, internal wall thickness, liner thickness)

- Determination of the glass fibre content by calcimetry at 850 °C

- Determination of Barcol surface hardness

- Hydraulic sealing test

- Initial specific annular rigidity

- Determination of Charpy impact resistance

- Determination of water absorption

- Determination of shear strength

- Determination of flexural strength

- Determination of modulus of elasticity

- Determination of tensile strength

- Determination of density

- Thermal stability (OIT)

- Impact test

- Determination of annular flexibility

- Resistance to hydrostatic pressure at 80 °C – Duration 165 hours

- Resistance to hydrostatic pressure at 80 °C – Duration 1000 hours

- Fluidity index on Polyethylene pipe (Melt Index)

- Resistance to crushing on polyethylene pipes

- Dimensional checks (internal Ø, external Ø, internal wall thickness), by sample

- Determination of annular rigidity

- RIGID PVC PIPES: Water absorption, by series

- RIGID PVC PIPES: Size and straightness

- RIGID PVC PIPES: Appearance examination

- Quantitative analysis of PolyBromoBiphenyls (PBB) and PolyBromoDiphenylEthers (PBDE)

- Artificial aging by exposure to UV radiation

- Initial ITT tests on polymer fibre for concrete: tensile strength and elastic modulus

- Determination of water absorption

- Charpy impact resistance

- Determination of compressive strength

- Determination of shear strength

- Determination of flexural strength

- Determination of modulus of elasticity

- Determination of tensile strength

- Determination of density

- Elastic modulus

- Gas seal

- Suitability for contact with drinking water

- Light transmittance

- Evaluation of the action of microorganisms

- Identification of the rubber polymer

- Resistance to hail

- Calcium carbonate content

- Accelerated aging in air (7 days at 70 °C or 125 ° C) to determine variations in hardness and traction

- Straightness

- Resistance to explosion

- Water permeability

- Compression force relaxation

- IRHD hardness

- Base polymer analysis and carbon black content

- Residual deformation (compression set) on rubber cylinders

- Limit temperature of fragility (rubber)

- Environmental stress cracking

- Thermal expansion coefficient

- Determination of the width

- Determination of the length

- Determination of hot flow (bituminous membranes)

- Determination of the resistance to peeling

- Determination of tensile strength of joints (direct cutting method)

- Sealing test on welds, excluding external personnel performance

- Hot shape stability

- Resistance to acid, alkaline and saline solutions (28 days at 23 °C)

- Fire behaviour (class B2 DIN or Class E UNI EN 13501)

- Resistance to deterioration in ozone, per each day

- Permeability to water vapour

- Compressive strength

- Hot dimensional stability

- Resistance to hydrocarbons (7 days at 23 °C)

- Changes in mass, size, appearance and physical properties

- Thermal aging (6h at 80 °C)

- Determination of air mass

- Determination of water absorption

- Determination of cold flexibility (up to -40 °C)

- Determination of heat resistance

- Determination of tensile strength

- Determination of Shore A or D hardness at room temperature

- Determination of tear resistance

- Determination of impermeability to water

- Determination of resistance to dynamic punching

- Determination of resistance to static punching

- Determination of density

- Determination of the thickness

- Resistance to hydrolysis

- Determination of the permeability coefficient in a triaxial cell

- Resistance to percolation, for each solution

- Determination of short-term compression behaviour (textured membranes)

- Resistance to roots

- Chemical resistance for landfill applications

- Resistance to oxidation

- Microbiological resistance by burial test

- Resistance to atmospheric agents

- Simulation of damage during installation

- Determination of the in-plane draining capacity (longitudinal transmissivity), for a static load applied and with a hydraulic gradient

- Determination of normal permeability to the plane

- Determination of resistance to dynamic punching

- Fire behaviour (class E according to UNI EN 13501)

- Filtration test on geotextiles: determination of the characteristic opening size

- Determination of tear resistance (trapezoid method)

- Determination of thickness under load (up to 500 KPa)

- Determination of the nominal thickness

- Determination of the transversal or radial permeability coefficient under load (20 and 200 KPa)

- Determination of tensile strength

- Determination of resistance to static punching (CBR method)

- Determination of air mass

- Determination of the transversal deformation of adhesives and cementitious sealants

- Determination of adhesion by traction on cementitious adhesives (initial adhesion and/or 6 h adhesion for quick products)

- Determination of creep under maintained tensile load, for synthetic resin-based products intended for anchorage of reinforcements

- Test of anchoring products with the extraction method

- Determination of water resistance under positive and negative pressure

- Determination of the secant compression elastic modulus on cylindrical samples

- Determination of resistance to carbonation

- Measurement of adhesion by direct traction with pawls diam. 100mm.

- Measurement of adhesion by direct traction with pawls diam. 50mm., excluding preparation of the specimen and possible external personnel performance, each

- Determination of shear strength (adhesion to concrete – angular cutting method)

- Determination of the colour

- Determination of the content of SiO2

- Determination of the content of soluble chlorides

- Determination of the active component by analysis with IR spectrophotometer

- Determination of surface tension

- Determination of chlorine

- Determination of the hydrogen ion concentration (pH) of solutions containing additives

- Determination of alkali content (such as Na2O equivalent)

- Determination of the density of liquid or solution additives

- Determination of dry matter content

- Determination of solubility in distilled water and in saturated lime water

- Determination of the fixed residue

- Determination of turbidity level (residue after filtration and organoleptic characteristics)

- Determination of compatibility of monolayer mortars for outdoor use with support

- ITT tests on concrete fibres: determination of the strength and consistency of concrete

- Determination of the chloride content in the concrete

- Pre-qualification study of concrete conglomerate with the use of n4 (max) aggregate classes, including: granulometric analysis of aggregates – mass determination

- Determination of temperature in fresh concrete

- Determination of the tensile strength due to bending on concrete beams reinforced with steel fibre (limit of proportionality (LOP), residual strength)

- Determination of initial cracking resistance and ductility indexes on fibre-reinforced concrete beams

- Determination of the setting temperature of the in-situ concrete by means of thermocouples

- Determination of the strength of the hardened concrete using a Windsor probe

- Determination of resistance on sprayed concrete by Hilti gun

- Determination of the initial resistance of the sprayed concrete, with the needle penetration method.

- Determination of the energy absorption capacity of fibre-reinforced test plates

- Determination of the fibre content in the concrete

- Determination of resistance to freeze-thaw cycles (scaling) with antifreeze salts

- Determination of the resistance to degradation by freeze-thaw cycles

- Determination of hydraulic shrinkage in concrete (axial or superficial)

- Non-metallic expanding agents for cement mixes: Determination of restricted expansion in concrete

- Determination of the penetration profile of chloride ions for each determination of the % of chloride ion

- Corrosion and protection of the concrete reinforcement: Determination of the depth of carbonation

- Determination of the penetrability of the sulphate ion

- Corrosion and protection of the concrete reinforcement: Determination of the penetrability of the chloride ion

- Determination of the adhesion by direct traction on core logs

- Passing ability test by J-ring (J-ring test)

- Splitting test by sieve

- Passing ability test by L-shaped box (L box test)

- Efflux time test (V-fannel test)

- Spreading and spreading time test (slump-flow test)

- Volumetric determination by pressure of the air content in fresh concrete

- Determination of the density of fresh concrete

- Determination of the spreading of fresh concrete using the shake table

- Determination of the compactability index

- Determination of the consistency of fresh concrete, Vébé test

- Determination of the consistency of fresh concrete, slump cone test

- Determination of the homogeneity of fresh concrete

- Determination of the concrete setting start and end times by measuring the penetration resistance

- Determination of the amount of mixture water exuded in fresh concrete

- Determination of the cement content in the hardened concrete (Florentin method) by analysis of the soluble silica in the hardened concrete, in the cement and in the various classes of aggregate

- Determination of total water content

- Composition check of fresh concrete

- Determination of the secant compression elastic modulus on cylindrical or prismatic samples

- Ecometric test on foundation piles

- Ultrasonic surveys on foundation piles and concrete walls (Cross-Hole)

- Determination of the propagation speed of ultrasonic impulses on manufactured articles in homogeneous material

- Determination of the pull-out force with inserts pre-incorporated into the casting in concrete structures

- Determination of the sclerometric index in concrete structures

- Determination of water absorption at atmospheric pressure

- Determination of the resistance related to the carbonation of the concrete

- Permeability test (Darcy)

- Determination of the water penetration depth under pressure

- Determination of the density of hardened concrete

- Indirect tensile test per specimen

- Bending test on hardened concrete specimens

- Compressive strength on cubic and cylindrical specimens

- Determination of the expansion of steelworks slag

- Classification test for the constituents of the large recycled aggregates

- Determination of the length of the particles (railway ballasts)

- Determination of shatter resistance

- Comparison in concrete with aggregates of known characteristics

- Granulometry of the fillers

- Determination of fulvic acid content

- Determination of shrinkage by drying

- Boiling test for basalt “Sonnenbrand”

- Determination of the water solubility of the aggregates

- Determination of the influence of recycled aggregates on the setting time of cement

- Determination of total sulphur content

- Determination of the material passing through a 0.063mm sieve

- Determination of the shell content

- Determination of the abrasion value

- Determination of the number of bitumen

- Determination of the resistance to thermal shock

- Determination of affinity between aggregate and bitumen

- Determination of calcium carbonate content

- Determination of wear resistance

- Determination of the reactivity of the aggregates in the presence of alkali, long-term expansion test of mortar specimens

- Determination of the reactivity of the aggregates in the presence of alkali, accelerated expansion test of mortar specimens

- Determination of the influence of the filler on the softening point of a bituminous binder with ball and ring method

- Determination of density with vibrating table

- Determination of the porosity of the compacted dry filler

- Determination of the potential reactivity of aggregates in the presence of alkalis (chemical method)

- Determination of the content of acid-soluble chlorides

- Determination of the shape of the granules – Flattening index

- Determination of the sandability value

- Determination of the water content

- Determination of the shattering coefficient

- Determination of the porosity, percentage of voids and void index of the aggregates

- Aggregate sampling methods

- Determination of the imbibition coefficient

- Determination of the percentage of shattered surfaces

- Determination of resistance to frost and thaw

- Determination of fragmentation resistance

- Determination of the shape of the granules – Shape index

- Determination of compressive strength

- Methylene blue

- Equivalent in sand

- Determination of the content of humic substance**

- Determination of the density of the granules and the water absorption

- Determination of the content of water-soluble chlorides

- Determination of the content of acid-soluble sulphates

- Determination of the content of water-soluble sulphates

- Determination of degradability, magnesium sulphate test

- Determination of the content of light contaminants

- Determination of the content of lumps of clay and friable particles

- Determination of the material passing through a 0.075 mm sieve

- Determination of density in heap

- Determination of the granulometric distribution

- Petrographic examination of thin section

- Petrographic examination

- Dimensional checks

- Determination of elastic modulus

- Traction test on strands or braids excluding preparation

- Preparation of strands or braids for tensile and/or elastic modulus tests

- Identification of the trademark of the production plant

- Test for resistance to separation of the welding node of electro-welded meshes, including preparation

- Stress-strain diagram related to the tensile test

- Tensile tests on electro-welded meshes and pylons, including preparation

- Dimensional checks

- Breaking load test on brass cap

- Sliding test of long-lasting bolted joints

- Sliding test of short-lasting bolted joints

- Tensile test on brass sample delivered by the Customer

- Chemical analysis with quantometer

- Load test on gully top or manhole cover

- Resistance to humid atmospheres containing sulphur dioxide (Kesternich corrosion)

- Corrosion resistance in neutral salt mist chamber

- Corrosion resistance in an acetic salt mist chamber

- Sample preparation for chemical analysis

- Determination of the thickness of the protective coating

- Temperature controlled tensile test

- Uniformity test of the galvanizing layer (Preece method)

- Determination of the thickness of metal laminates by instrumentation

- Adhesion test of the galvanizing layer

- Determination of the mass of the galvanizing layer

- Determination of the elastic modulus

- Mass determination per meter

- Resilience test, excluding collection and preparation, at controlled temperature

- Resilience test, at room temperature

- Hardness test, by Vickers imprint

- Hardness test, by Rockwell imprint

- Hardness test, by sample – Brinnel

- Bending test, excluding collection and preparation

- Determination of the tension at 0.2% residual deformation during the tensile test

- Determination of the tension at 0.2% residual deformation during the tensile test

- Tensile test on metal laminates, pipes and similar, excluding collection and preparation

- Collection and preparation of samples, each: for resilience test

- Collection and preparation of samples

- Collection and preparation of specimens, each: for tensile or elastic modulus test

- Traction test on rope-connected shackles

- Traction test on round slings

- Determination of the elastic modulus

- Dimensional checks

- Stress – strain diagram related to the tensile test

- Tensile test excluding preparation

- Preparation of heads for tensile and/or elastic modulus tests

- GABIONS: wire: dimensions and tolerances, tensile strength, elongation, coating: verification of coating quantity, coating adhesion, coating uniformity, accelerated aging test

- NETS: determination on the wire of dimensions, tolerances, tensile strength, elongation, coating: verification of the coating quantity, adhesion of the coating, accelerated aging test.Mesh: dimensions

- ITT initial tests on concrete fibres: tensile strength and elastic modulus

- Identification of the trademark of the production plant

- Determination of the elastic modulus

- Dimensional checks

- Stress-strain diagram related to the tensile test

- Torsion test

- Bending test

- Tensile test

- Shear test on anchors or threaded bars, excluding preparation of the concrete support

- Determination of the extraction force of dowels or bars including preparation of block in cement conglomerate, maturation, preparation of bar housing hole, resin coating of sample, sample sealing

- Hardness test, by Vickers imprint.

- Hardness test, by Rockwell imprint

- Hardness test, by Brinnel imprint.

- Load test on nuts, per sample.

- Load test on screws

- Tensile test on screw, with wedge support

- Tensile test on screw

- Determination of the extraction force of dowels

- Collection and preparation of samples, each: for resilience test

- Collection and preparation of samples, for tensile test.

- Preparation of a sample of prestressed reinforced concrete for testing

- Determination of the elastic modulus

- Dimensional checks

- Bending test on prestressed reinforced concrete bars

- Stress-strain diagram related to the tensile test

- Determination of the tension at 0.2% residual strain with electronic strain gauge during the tensile test

- Tensile tests on prestressed reinforced concrete steel bars, for each specimen

- Determination of the potential of reinforcing rods (corrosion)

- Adhesion test (Beam Test) including preparation, for type B series (>=16 mm.)

- Adhesion test (Beam Test) including preparation, type A series (<16 mm.).

- Identification of the trademark of the production plant as per Decree of the Ministry of Public Works

- Stress-strain diagram related to the tensile test

- Dimensional checks

- Determination of relative area of fr ribbing or fp indentation

- Bending and straightening test on reinforced concrete steel bars

- Traction test on reinforced concrete steel bars

- ETAG of metal anchors for use in concrete. Part five: Bonded Anchors

- ETAG of metal anchors for use in concrete. Part four: Deformation-Controlled Expansion Anchors.

- ETAG of metal anchors for use in concrete. Part three: Undercut Anchors

- ETAG of metal anchors for use in concrete. Part two: Torque-Controlled Expansion Anchors

- ETAG of metal anchors for use in concrete. Part one: Anchors in general.

- Polymeric fibres – Definitions, specifications and conformity

- Steel fibres – Definitions, specifications and conformity

- Additives for sprayed concrete

- Additives for mortar for pre-stressing cables

- Additives for concrete, mortar and mortar for injection – Additives for mortar for masonry

- Additives for concrete

- Fly ash for concrete – Definitions, specifications and conformity criteria

- Protection against corrosion of the reinforcement

- Anchoring of the steel reinforcement

- Concrete injection

- Structural bonding

- Structural and non-structural repair

- Concrete surface protection systems

- Pigments for colouring construction materials and cement and/or lime base – Specifications and test methods

- Structural adhesives – Characterization of anaerobic adhesives for coaxial metal assembly in buildings and civil engineering structures

- Adhesives for general uses in structural assemblies – Requirements and test methods

- Tile adhesives – Definitions and specifications

- Aggregates for railway ballasts

- Aggregates for protective works (Armourstone) – Specifications

- Aggregates for unbonded and bonded materials with hydraulic binders for use in civil engineering works and in road construction

- Aggregates for mortar

- Light aggregates for bituminous conglomerates, surface treatments and for bonded and unbonded applications

- Light aggregates – Part 1: Light aggregates for concrete, mortar and mortar for injection

- Aggregates for bituminous mixtures and surface treatments for roads, airports and other areas subject to traffic

- Aggregates for concrete

- Framework of reference specifications for fluidified and fluxed bitumen binders

- Bitumen and bituminous binders – Overview of specifications concerning polymer-modified bitumen

- Hard grade bitumen for flooring

- Bituminous cationic emulsions

- Bituminous conglomerate with high void content

- Cast asphalt

- Closed anti-slip bituminous conglomerate

- Asphalt bituminous conglomerate

- Conglomerate with very soft bitumen

- Bituminous conglomerate for very thin layers

- Hot-produced bituminous conglomerate

- Bitumen and bituminous binders – Specification for bitumens for road applications

- Surface treatment with cold mortars – Requirements

- Surface roughening treatments

- Roof safety hooks

- Installations for access to the roof – Walkways, walking surfaces and roof steps

- Permanently secured steps for roofs

- Aluminium and aluminium alloys – Products for construction structure applications

- Non-preloaded structural bolting assemblies

- Preloaded structural bolting assemblies

- Steel and aluminium structures and components

- Cold formed hollow sections of unalloyed and fine grain steel for welded structures

- Profilati cavi finiti a caldo di acciai non legati e a grano fine per impieghi strutturali

- Hot rolled steel products

- Screeds and materials for screeds – Materials for screeds – Properties and requirements

- Drainage channels for areas subject to the passage of vehicles and pedestrians

- Septic tanks assembled on site from prefabricated kits

- Domestic waste water treatment plants pre-assembled and/or assembled on site

- Prefabricated septic tanks

- Masonry mortars

- Architraves

- Specification for masonry elements – Natural stone masonry elements

- Specification for masonry elements – Agglomerated stone masonry elements

- Autoclaved aerated concrete masonry elements

- Vibrocompressed concrete masonry elements (heavy and light aggregates)

- Calcium silicate masonry elements

- Specification for masonry elements – Brick masonry elements

- Construction limes

- Masonry cement – Composition, specifications and conformity criteria

- Composition, specifications and conformity criteria for blast furnace cements with low initial resistance

- Cement – Part 1: Composition, specifications and conformity criteria for common cements

- Composition, specifications and conformity criteria for special cements with very low heat of hydration

- Wood-based panels for use in buildings – Characteristics, conformity assessment and marking

- Structural wood – LVL – Requirements

- Product requirements for prefabricated structural elements assembled with punched metal sheet connection elements

- Structural wood – Wooden poles for overhead lines

- Structural wood with rectangular section classified according to resistance

- Glued laminated timber

- Road traffic noise reduction devices

- Continuous facades

- Expanded perlite (ep) products

- Lightweight expanded clay aggregate products made in situ – Bulk products before installation

- Factory made wood wool (ww) products

- Factory made ellular glass (CG) products

- Factory made rigid polyurethane foam (PUR) products

- Geosynthetics – Characteristics required for use in the construction of landfills for accumulation and disposal of solid waste

- Geosynthetics – Characteristics required for use in the construction of landfills for disposal of liquid waste transfer or secondary containment works

- Geosynthetics – Characteristics required for use as fluid barriers in the construction of tunnels and underground structures

- Geosynthetics – Characteristics required for use in canal construction

- Geosynthetics – Characteristics required for use in the construction of reservoirs and dams

- Characteristics required for use in liquid waste containment projects

- Characteristics required for use in landfills for solid waste

- Characteristics required for use in the construction of tunnels and underground structures

- Characteristics required for use in canal construction

- Characteristics required for use in the construction of reservoirs and dams

- Characteristics required for use in surface erosion control works (coastal protection, shore coverings)

- Characteristics required for use in drainage systems

- Characteristics required for use in earthworks, foundations and support structures

- Characteristics required for use in the construction of railways

- Characteristics required for use in the construction of roads and other areas subject to traffic (excluding railways and inclusion in bituminous conglomerates)

- Bituminous membranes designed to prevent moisture rising from the ground

- Windows and external pedestrian doors with no fire resistance and/or smoke seal properties

- Products without fire resistance or smoke control properties

- Elements for retaining walls

- Reinforced Prefabricated Components in open structure lightweight concrete

- Bridge elements

- Beam and block floor systems: Expanded polystyrene blocks

- Beam and block floor systems: Brick blocks

- Beam and block floor systems: Concrete blocks

- Beam and block floor systems: Beams

- Wall elements

- Foundation elements

- Box elements

- Stairs

- Prefabricated concrete garages – Requirements

- Slabs for floors

- Special elements for roofing

- Linear structural elements

- Ribbed elements for floors

- Antennas and poles

- Foundation piles

- Stable flooring slabs

- Twin wall sheets

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