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ILT-U-417Acid soluble chlorides and acid soluble sulfates for aggregate and concrete testing. CM

Description: Acid soluble chlorides, Acid soluble sulfates, stone sample. Acid soluble chlorides, Acid soluble sulfates concrete sample. Method: BS 812, BS 1881

ILT-U-2763Aggerates determination


Flattening index, Elongation index. According to INV E-230

Standard :INV E-230,

ILT-U-2356Aggregate determination

Unit mass and voids between aggregate particles. According to NTC 92

ILT-U-2357Aggregate determination

Resistance to degradation of aggregates smaller than 37.5 mm (1 ½ “) by means of the angel machine, Resistance to abrasion and impact wear of coarse aggregates less than 37.5 mm, using the angels machine, Resistance to the degradation of coarse aggregates of sizes greater than 19 mm (3/4 “) by abrasion and impact in the machine of the angels. According to INV E-218, NTC 98, INV E-219

ILT-U-2563Aggregate determination

Soundness. According to ASTM C88

, ILT-U-2705Aggregate determination


Potential Alkali Reactivity. According to ASTM C1260

Standard :ASTM C1260,

, ILT-U-2653Aggregates determination


Aggregate Impact Value. according to IS 2386-4

Standard :IS 2386-4,

ILT-U-2733Aggregates determination


Particle size distribution - Sieving method. (Aggregates). According to EN 933-1

Standard :EN 933-1,

ILT-U-2931Aggregates determination


Mechanical size analysis of extracted aggregate. According to ASTM D5444

Standard :ASTM D5444,

ILT-U-502Aggregates determinations. 1A

Description: Sieving analysis and Apparent Density Method: ASTM D422, ASTM D2854

ILT-U-1718Aggregates determinations. 1B

Description: Determination of density (Particle density and water absorption of aggregate between 40mm and 5mm); particle shape `section 105.1: Flakiness index;; particle shape Section 105.2: Elongation index of coarse aggregate; testing aggregates Part 103: particle size distribution Section 103.1: Sieve tests; determination of particle shape. Flakiness index; determination of particle shape. Shape index. (Elongation Index ); determination of particle size distribution. Sieving method (mass of fines passing the 0.063mm sieve); methods for determination of aggregate crushing value (ACV); method for determination of aggregate impact Value (AIV); test method for materials finer than 75- ?m (No. 200) sieve in mineral aggregates by washing; methods for sampling; density (Particle density and water absorption (10mm aggregate & smaller)); particle size distribution. Sieving method; ten per cent fines value (TFV); determination of shell content. Percentage of shells in coarse; sand equivalent value of soils and fine aggregate Method: EN 933-7, BS 812 Part 111, EN 933-1, BS 812 Part 112, ASTM C117, EN 933-3, EN 933-4, EN 933-8, BS 812 Part 103, BS 812 Part 102, BS 812 Part 110, BS 812 Part 105, BS 812 Part 12

ILT-U-406Arid determination

Solid particle density, Net density of sands, Real density of sands. According to Nch 1532, ASTM D854, Nch 1239

, ILT-U-2556Arid determination

Chlorides, Sulfates, Total soluble salts, Sulfate disintegration. According to NCh 1444, 8.202.14 (MC V8), and 8.202.17 (MC V8)

ILT-U-2558Arid determination

Coal and lignite. According to ASTM C123

ILT-U-1988Arid determinations. 1A

Description: Determination of water soluble chloride salts using the Volhard method (reference method); Determination of total sulfur content; and Determination of acid soluble sulfates Method: EN 1744-1

ILT-U-935Arid determinations.1B

Description: Cubicity of particles; Apparent density of stony; Wear of the stony; and Organic impurities Method: Nch 166, Nch 1116, NCh 1369, 8.202.6 (MC-V8)

ILT-U-1584Arids determinations. 1C

Description: Determination of fine material less than 0.080 mm fine per wash less than 0.080 mm; Determination of organic impurities in the sands; and Binder content of asphalt mixtures by centrifugation, tensile test Method: Nch 1223, Método 8.302.36, diciembre 2003, Manual de carreteras, Volumen 8, NCh 166

ILT-U-736Arids determinations. 1D

Description: Granulometry of stone; Real and net density and water absorption of gravel; Real and net density and water absorption of sands; Determination of Gaps; Determination of crumbly particles; Determination. Average volumetric coefficient of gravel; and Extraction and preparation of stone samples Method: NCh 164, NCh 165, NCh 1511, NCh 1326, NCh 1327, NCh 1117, NCh 1239

ILT-U-2995Asphalt determination


Asphalt cement penetration rate. According to NTL 181, INV E724

Standard :NTL 181, INV E724,

ILT-U-2992Asphalt determination


Solubility of asphaltic materials in Trichlorethylene. According to ASTM D2042, INV E713

Standard :ASTM D2042, INV E713,

ILT-U-2990Asphalt determination


Sedimentation and storage stability of asphalt emulsions. According to NTL 328, INV E764

Standard :NTL 328, INV E 764,

ILT-U-2991Asphalt determination


Effects of heat and air on thin sheet and rotary asphalt. According to ASTM D2872, INV E720

Standard :ASTM D2872, INV E720,

ILT-U-2993Asphalt determination


Percentage of voids with air in asphalt mix asphalt, compacted, dense and open. According to ASTM D3203, INV E736

Standard :ASTM D3203, INV E736,

ILT-U-2994Asphalt determination


Softening point of bituminous materials (ring and ball apparatus). According to ASTM D36, INV E712

Standard :ASTM D36, INV E712,

ILT-U-2989Asphalt determination


Tray adhesion test RTA. According to Test Method T 230, INV E740

Standard :RTA Test Method T 230, INV E 740,

ILT-U-3067Asphalt determination


Absolute viscosity at 60°C, and  Kinematic viscosity at 135°C. According to ASTM D2171,  ASTM D2170

Standard :ASTM D2171, ASTM D2170

ILT-U-1585Asphalt determinations

Penetration, Viscosity by Vacuum, Kinematic viscosity, Cleveland Trials, Density. According to ASTM D5,  ASTM D2171 , ASTM D2170, ASTM D92, ASTM D70

ILT-U-472Asphalt Mixture determination

Description: Thickness of compacted bituminous mixtures; and Extraction, preparatrion and assay of asphlat witness Method: NCh 1117, ASTM D3549

ILT-U-390Asphalt Mixture determination

Description: Real Density, and Resistance to plastic deformation of asphalt mixtures using marshall apparatus (Stability and Fluence). Method: Manual de Carreteras Vol.8 Diciembre 2003 – 8.302.38, Manual de Carreteras Vol.8 Diciembre 2003 – 8.302.40

ILT-U-1280Bitumen content of asphalt

Description: Bitumen content of asphalt Method: ASTM D6307, ASTM D2172

ILT-U-2384Brick determinations

Water absorption (Brick) and Water absorption (Adocrete). According to NTC 4017, NTC 4017

ILT-U-3338Bricks determinations


Compressive strength, Water absorption. According to ASTM C67

Standard :ASTM C67,

, ILT-U-2519Bronze Lock Key determination

Classification, designation, and hydrostatic pressure loss. According to EN 1213

, ILT-U-2495Building and transport products determinations

Non-combustibility test. According to ISO 1182

, ILT-U-2493Building materials determinations

Ignitability of products subjected to direct impingement of flame. According to ISO 11925-2

, ILT-U-2494Building products determinations

Reaction to fire tests. Sample tested fully adhered with PVA adhesive to a calcium silicate board. According to EN 13823

ILT-U-3449Ceilings determination


Fire resistance tests for non-loadbearing elements. According to BS EN 1364 

Standard :EN 1364,

ILT-U-2358Cement determination

Density of hydraulic cement, Cement fineness Blaine method, Setting times with the Vicat apparatus, Resistance of hydraulic cement mortars to compression, using cubes of 50 mm or 2 inches on each side. ASTM C204, ASTM C188, NTC 221, NTC 33, NTC 220, NTC 118

ILT-U-1612Cement determination. 1A

Description: Composition and notation; and designation Method: BS EN 197-1

ILT-U-2387Cement determinations

Determination of organic impurities in fine aggregate for concrete. According to NTC 127

ILT-U-2386Cement determinations

Amount of water required for the normal consistency of a hydraulic cement paste and Setting time of hydraulic cement by VICAT. According to NTC 110, NTC 118

ILT-U-1154Cement determinations. 1B

Description: Part size distribution and Compaction-related tests determination of dry density/ moisture content relationship Method: BS 1377-4, BS 1377-2

ILT-U-1060Cement determinations. 1C

Description: Chlorides; Compressive strength; and Specific surface Blaine

ILT-U-958Cement determinations. 1D

Description: Normal consistency; Forged times; Volume expansion in autoclave; Air content; Compressive strength; Blaine fineness; Fineness 45 µm; False set; and Expanding cement mortar bars immersed in water Method: ASTM C1038, ASTM C451, ASTM C430, ASTM C204, ASTM C109, ASTM C185, ASTM C151, ASTM C191, ASTM C187

ILT-U-1587Cement setting reaction determination

Description: cement setting reaction Method: NCh 152

, , ILT-U-439Ceramic tiles determinations

Dimensions and surface quality, Water absorption, apparent porosity, apparent relative density and bulk density, Modulus of rupture and breaking strength, Resistance to deep abrasion for unglazed tiles, Resistance to surface abrasion for unglazed tiles, Crazing resistance for glazed tiles, Frost resistance, Chemical resistance, and Resistance to stains. Accroding to ISO 10545-2; ISO 10545-3; ISO 10545-4; ISO 10545-6; ISO 10545-7; ISO 10545-11; ISO 10545-12; ISO 10545-14; and ISO 10545-13 Method: ISO 10545-3, ISO 10545-4, ISO 10545-7, ISO 10545-13, ISO 10545-12, ISO 10545-14, ISO 10545-2, ISO 10545-6, ISO 10545-11

, , ILT-U-2508Ceramic tiles determinations

Determination of impact resistance by measurement of coefficient of restitution, and Small colour differences. According to ISO 10545-5, ISO 10545-16

, ILT-U-2762Ceramic tiles-Grouts and adhesives determination


Initial adherence, Adhesion after immersion in water, Adhesion after heat aging, Adhesion after freeze/thaw cycles, Slip, Transverse deformation, Open time (20 and 30 minutes). According to ISO 13007-2

Standard :ISO 13007-2,

, ILT-U-2765Ceramic tiles-Grouts and adhesives determination


Crack Bridging ability (23ºc). According to ISO 13007-5

Standard :ISO 13007-5,

, ILT-U-2766Ceramic tiles-Grouts and adhesives determination


Flexural and Compressive strength (without cycles). according to ISO 13007-4

Standard :ISO 13007-4,

ILT-U-1758Chemical determinations in cement. 1A

Description: Loss on ignition, Alumnia, Al2O3, Dry, Calcium oxide, Cao, Dry, Free calcium oxide, CaO%, Chlorine, Cl, Dry, Iron oxide, Fe2O3, Dry, Magnesium oxide, MgO, Dry, Potassium Oxide, K2O, Dry, Silica, SiO2, Dry, Sodium oxide, Na2O, Dry, and Sulfur Trioxide, SO3, Dry Method:

ILT-U-1709Chemical determinations in cement. 1B

Description: MgO Magnesium oxide; manganese oxide Mn2O3, loss on Calcination; insoluble residue; and S03 sulfur trioxide Method: ASTM C114

ILT-U-2359Compressive strength of concrete cylinders

Compressive strength of concrete cylinders. According to NTC 673

ILT-U-511Compressive strength of cubic concrete samples

Compressive strength of cubic concrete. According to ASTM C39, Nch 1037

ILT-U-962Compressive Strength of Hydraulic Cement

Description: Method: ASTM C109

ILT-U-1812Concrete and raw materials determinations

Description: Gradation; Specific Gravity; Organic Impurities; Water Absorption and Density; and Compression Strength Method: ASTM C642, ASTM C128, ASTM C40, ASTM C39, ASTM C136

ILT-U-1073Concrete and soil and determinations

Description: Particle Density/specific gravity for soil/aggregate; and Consolidation of soil for Soil sample; and Wear resistance of aggregate; Hardness testing in Veeb/Rockwell; and Hydraulic pressure for Concrete sample. Method:

ILT-U-449Concrete determination

Compression and flex. According Nch 158

ILT-U-2445Concrete determination

Water absorption, Shear bond, Suction capacity, compression, Efflorescence, Percentage of voids, dimensional and geometric verification. Accrodign to Nch 167 and Nch168

ILT-U-2454Concrete determination

Core extraction, preparation, and compression. According to NCh1171/1

ILT-U-2201Concrete determinations

Description: Molding and curing of specimens and compression test Method: NBR 5738

ILT-U-3337Concrete determinations


Compression, Flexion, Tension. According to ASTM C39

Standard :, ASTM C39/C39M.

ILT-U-1836Concrete determinations. 1A

Description: Normal curing of test specimens (20°C method); Determination of density of hardened concrete; Determination of compressive strength of concrete cubes; Compressive strength of test specimens; Density of hardened concrete; Shape, dimensions for specimens and moulds; and Normal curing of test specimen (20°C) Method: EN 12390-3, EN 12390-2, EN 12390-7, BS 1881, EN 12390-1

ILT-U-1452Concrete determinations. 1B

Description: Sampling of 2 cylindrical test tubes; and Facing and testing of the 2 samples at 28 days Method: EN 12390-3, EN 12390-2

ILT-U-1672Concrete determinations. 1C

Description: Casting of concrete cylinders; settlement test; and compression resistance Method: ASTM C39, ASTM C172, ASTM C143

ILT-U-1483Concrete determinations. 1D

Description: Compression resistance Method: EN 12390-3

ILT-U-1074Concrete determinations. 1E

Description: compression resistance Method: ASTM C39, Nch 1037, NBR 5739

ILT-U-957Concrete determinations. 1F

Description: Density and bulk density; Organic impurities; Sulfur trioxide; and Potassium oxide and sodium oxide by flame photometry Method: NBR NM 52, NBR NM 49, NBR NM 16, NBR NM 17

ILT-U-3211Concrete pavers for pavements determination


Resistance to abrasion of materials for floors and pavements, by means of sand and metal disc, Water absorption and Flexural strength (modulus of rupture). According to NTC 5147, EN 1338, NTC 2017

Standard :NTC 5147, NTC 2017, EN 1338

ILT-U-803Concrete paving block determination

Description: Shapes and dimensions; Breaking Strength (indirect tensile); Abrasion (wear wide wheel method); and Resistance Absorption Method: EN 1338

ILT-U-1312Concrete, Soil, and Aggregates determinations

Description: Concrete – Chlorides determination; Soil – pH/EC determination using Saturated paste method; and Aggregates – water soluble chlorides Method: BS 1881, EN 1744-1

, ILT-U-3054Construction determinations


Moisture content of a soil, According to NTP 339.127. Granulometric analysis, According to NTP 339.128. and Liquid limit, plastic limit and plasticity index of soils, According to NTP 339.129

Standard :NTP 339.127, NTP 339.128, NTP 339.129

ILT-U-3177Construction determinations


Critical filler concentration in asphalt concrete mixes. According to IRAM 1542

Standard :IRAM 1542

ILT-U-3196Construction material determination


Moisture content in aggregates. According to ASTM C566

Standard :ASTM C566

ILT-U-2968Construction materials determination


Cement content in hardened soil-cement mixtures. According to ASTM D806

Standard :ASTM D806,

ILT-U-2242Density determinations

Description: Useful lime test (lime index), Loss-on-fire test (Loss on ignition), Lime reactivity test, Oxide test Method: NOM-021-SEMARNAT-2000, ASTM C127

ILT-U-1605Determination of aggregate impact value and ten percent fines value (TFV)

Description: Aggregate Impact Value AIV (Dry): Aggregate Impact Value AIV (Wet); Ten Percent fine value TFV (Dry); and Ten Percent fine value TFV (Wet) Method: BS 812 Part 111, BS 812 Part 112

ILT-U-2094Determination of compression in concrete pavers.

Description: Compression Method: Código MINVU Nº 332-2008

ILT-U-002Determination of resistance to freezing and thawing in aggregates

Description: Frost resistance Method: EN 1367-1

ILT-U-612Determination of setting times for cement

Description: Standard consistency water content, determination of setting times for cement Method: EN 196-3

ILT-U-1613Determination of strength in cement

Description: Strength in cement Method: BS EN 196-1

ILT-U-432Determination of the resistance to simple and triaxial compression

Description: ASTM C170 Method: ASTM C170

ILT-U-510Determinations in aggregates

Description: Wear resistance of the aggregates of sizes smaller than 37.5 mm (1 ½ “); and wear resistance of the coarse aggregates larger size of 19 mm (3/4 “) Method: ASTM C131, ASTM C535

ILT-U-1603Determinations in arids and concrete

Description: Flexion traction; fine material less than 0.08mm (sand); and determination of sand equivalent in soils and fine aggregates Method: NCh 1038, Nch 1223, NCh 1325

ILT-U-1583Determinations in concrete slab

Description: Flexion resistance “soleras” (MINVU Nº332; Impact resistance “soleras” (MINVU 332; and Flexion resistance “solerillas” (MINVU 332 6.6.4) Method: MINVU Nº332-2008

ILT-U-1614Determinations in water of kneading (concrete)

Description: Chlorides; organic matter such as dissolved oxygen; pH; dissolved solids; suspended solids; and sulfates Method: NCh 413, NCh 416, NCh 1444, NCh 1498

ILT-U-1626Determinations on asphalt

Description: Standard practice for the sampling of asphalt mixtures; bitumen percentage of an asphalt mixture (washing asphaltic) – Method A; and granulometric analysis of fine and coarse aggregate Method: ASTM D979, ASTM D2172, ASTM C136

ILT-U-513Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate

Description: Accelerated Mortar-Bar Method Method: ASTM C1567

ILT-U-141Expansion – Reactivity of aggregates

Description: Potential Alkali Reactivity of Aggregates (Mortar-Bar Method), and Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method) Method: ASTM C1260, ASTM C1567

ILT-U-3130Fine aggregate determination


Uncompacted void content of fine aggregate. According to ASTMC 1252 and INV E-239

Standard :

ILT-U-1989Fineness of dispersion of pigment-vehicle systems by Hegman-Type Gage determination

Description: Fineness of dispersion of pigment-vehicle systems by Hegman-Type Gage Method: ASTM D1210

ILT-U-500Fineness of hydraulic cement determination

Description: Fineness of hydraulic cement by air-permeability apparatus Method: ASTM C204

ILT-U-1903Flexionl strength in concrete tiles (Pastelones)

Description: Código MINVU Nº 332-2008, Method: Código MINVU Nº 332-2008

, ILT-U-2502Floor covering material determination

Reaction to Fire test for floor covering. RFP Test (Radiant Panel). According to ISO 9239‐1

ILT-U-3452Floors and roofs determination


Fire resistance tests for loadbearing elements. According to BS EN 1365

Standard :EN 1365,

, ILT-U-2378Fluorine determination in clay


, ILT-U-063Geomembrane determination


Peeling test, Shear test, Checking the tightness of extrusion welds by vacuum testing, Fault detection test in extrusion welds using a field spark gap meter, Checking the tightness of thermofusion welds by air channel method. According to ASTM D6392, ASTM D5641, DVS 2225-2, UNE 104425, ASTM D6365, ASTM D5820, ASTM D4437, UNE 104481-3-2

Standard :ASTM D6392, ASTM D5641, DVS 2225-2, UNE 104425, ASTM D6365, ASTM D5820, ASTM D4437, UNE 104481-3-2

ILT-U-2455Gravel determination

Granulometric analysis. According to M.C. V8 (8.302.28)

ILT-U-2973Gravel determination


Slab index. According to  EN 933-3

Standard :[:en]EN 933-3[:],

ILT-U-2974Gravel determination


Percentage of fracture faces. According to EN 933-5

Standard :EN 933-5,

ILT-U-909Hardened concrete determination

Description: Compressive strength of test specimens; and Density of hardened concrete Method: EN 12390-3, EN 12390-7

ILT-U-3256Indoor air determination.


Formaldehyde and other carbonyl compounds in indoor air and test room air. Active sampling method; Volatile organic compounds in indoor air and test chambers by active sampling with Tenax TA adsorbent, thermal desorption and gas chromatography, using MS or MS-FID; and Emission of volatile organic compounds from construction and furniture products. Chamber emission test method. According to ISO 16000-9, ISO 16000-3, ISO 16000-6

Standard :ISO 16000-6, ISO 16000-3, ISO 16000-9

ILT-U-2739Lime determination


Calcium oxide and magnesium oxide. FRX technique, Useful lime, loss by calcination, Reactivity. According to EN 459-2

Standard :

ILT-U-2255Lime determinations

Description: Method: ASTM C25, ASTM C110, ASTM C1271

, ILT-U-2706Limestone determination


Total Sulfur of Limestone. According to ASTM C25

Standard :ASTM C25,

ILT-U-3126Limestone determination


Loss on ignition for limestone. According to ASTM C25

Standard :ASTM C25

ILT-U-3320Limestone determination


Organic carbon (TOC), CO2 content. According to N 13639 and EN 196-2

Standard :EN 13639, EN 196-2,

ILT-U-3116Manufactured sand determination


Granulometric distribution, Sphericity and roundness, Turbidity (Propant Agents), Solubility in acid, Bulk density, Apparent density, Rupture factor (K). According to ISO 13503-2

Standard :ISO 13503-2

, ILT-U-2645Membrane determination


Dimensional stability. According to ASTM D6207

Standard :ASTM D6207,

, ILT-U-2967Mixing water for concrete determination


Oils & fats, Detergents, Colour, Suspended matter, Odour, H2S, pH, Humic matter, Chlorides, Sulfates, Sodium oxide equivalent, Phosphates, Density. According to EN 1008

Standard :EN 1008

, ILT-U-2704Mortar bar determination

Standard :

ILT-U-2310Mortars determination

Mechanical resistance of specimens made on site. According to Nch 2261

ILT-U-552Nonrepetitive Static Plate Load Tests of Soils and Flexible Pavement Components, for Use in Evaluation and Design of Airport and Highway Pavements

Description: Method: ASTM D1196

ILT-U-3416Organic impurities in aggregates


Test Method for Organic Impurities in Fine Aggregates for Concrete. According to ASTM C87, ASTM D1544 

Standard :ASTM C87, ASTM D1544,

ILT-U-1759Physical determinations in cement. 1A

Description: Compressive strength, Setting time, Soundness / Expansion, Fineness / Blaine, Residue on 45 micron, and Insoluble Residue Method:

ILT-U-1710Physical determinations in cement. 1B

Description: Puzzolanic Activity; normal consistency; autoclave expansion; relative specific weight; specific surface; setting time; mortar comrpesion; and flexion mortar Method: IRAM 1622,ASTM C151, ASTM C187, ASTM C188, ASTM C204, ASTM C191

ILT-U-2086Physical determinations in ceramic bricks

Description: Water absorption; Shear adhesion; Suction capacity; compression; Efflorescence; Gap Percentage; and dimensional and geometric verification Method: Nch 167, Nch 168

ILT-U-2093Physical determinations in concrete blocks

Description: Water absorption; Compression; Moisture content; and Extraction of samples Method: ASTM C140, Nch 182

ILT-U-2092Physical determinations in concrete screeds

Description: Flexion and impact Method: Código MINVU Nº 332-2008

ILT-U-2456Plasterboard determination

Non-combustibility. According to NCh 1914/1 Of 84

ILT-U-512Potential Alkali Reactivity of Aggregates

Description: Mortar-Bar Method Method: ASTM C1260

ILT-U-1430Quantitative XRD of cements determination

Description: Method: ASTM C1365

ILT-U-1994Resistance of Plastic Flow of Bituminous Mixtures. CT

Description: Resistance of plastic flow (Marshall) Method: ASTM D1559

, ILT-U-3003Rock determination


Unconfined compressive strength (Includes Preparation of rock cores - Polishing load faces). According to ASTM D7012

Standard :ASTM D7012

, ILT-U-2501Roofing material determinations

External fire exposure to roofs. According to CEN/TS 1187 (test 2)

ILT-U-2969Sand determination


Organic matter content in sand by colorimetry. According to ASTM C40

Standard :[:en]ASTM C40[:],

ILT-U-2970Sand determination


Value of methylene blue in fine aggregates. According to EN 933-9

Standard :, EN 933-9

ILT-U-1065Sieve residue analysis in construction plaster

Description: Sieve residue analysis (clause 4.1.3) Method: EN 13279-2

ILT-U-2269Soil and aggregates determinations

Construction, Field of vision, Shock absorbing capacity, Durability, Retention system – Strength, Retention system – Effectiveness, Retention system – Ease of release. According to BS EN 1078

ILT-U-1068Soil and Concrete determinations

Description: Humidity; Solid Specific Gravity; sieving granulometry; Liquid limit; plastic limit; Proctor; Proctor modified; Material passing No. 200 mesh; CBR; and Compressive strength of concrete specimens Method: ASTM D854, ASTM D2216, ASTM D422, ASTM D4318, ASTM D698, ASTM D1557, ASTM C117, ASTM D1883, ASTM C39

, ILT-U-519Soil determination

Description: Method: ASTM D1938

, ILT-U-2453Soil determination

Granulometric analysis. According to M.C. V8 (8.102.1)

, ILT-U-2646Soil determination


Unconfined Compression, Lime/Cement-Treated Soil. According to ASTM D1633

Standard :ASTM D1633,

, ILT-U-2647Soil determination


Isotropic Triaxial Compression – UU (per point) USACE. According to ASTM D2850

Standard :ASTM D2850,

ILT-U-2649Soil determination


Isotropic Triaxial Compression – CU, Single Specimen (one point). According to ASTM D4767

Standard :ASTM D4767,

, ILT-U-2650Soil determination


Hydraulic conductivity of saturated porous materials using a flexible wall permeameter. According to ASTM D5084

Standard :ASTM D5084,

, ILT-U-2916Soil determination


Unconfined Compressive Strength. According to ASTM D2166

Standard :ASTM D2166,

, ILT-U-2971Soil determination


 Content of soluble salts in soils. According to NTL 114

Standard :NTL 114,

, ILT-U-2972Soil determination


Organic content of a soil by means of the loss on ignition test. According to AASHTO T 267

Standard :AASHTO T267,

, ILT-U-2980Soil determination


Dry density/moisture content relationship (CBR mould & 4.5kg rammer), Plastic size distribution by wet sieving, Plastic size distribution by hydrometer, and Const. of a continuous particle size distribution curve from the results of wet sieving and sedimentation test. According to GEOSPEC 3

Standard :GEOSPEC 3,

, ILT-U-2979Soil determination


Dry density/moisture content relationship (1L mould & 2.5kg rammer), Plastic size distribution by wet sieving, Plastic size distribution by hydrometer, and Const. of a continuous particle size distribution curve from the results of wet sieving and sedimentation test. According to GEOSPEC 3

Standard :GEOSPEC 3,

, ILT-U-3002Soil determination


Direct cut - CD mode (three points). According to INV E154

Standard :INV E154

, ILT-U-3004Soil determination


One-dimensional consolidation. (five loading and unloading points). According to INV E151

Standard :INV E151

, ILT-U-3005Soil determination


Resilient module. According to INV E156

Standard :INV E156

, ILT-U-3006Soil determination


Triaxial compression - CU mode (three points). According to INV E153

Standard :INV E153

, ILT-U-3007Soil determination


Triaxial compression - CD mode (three points). According to INV E153

Standard :INV E153

, ILT-U-3008Soil determination


Cyclic triaxial. (dynamic triaxial). Accoridng to ASTM D3999

Standard :ASTM D3999

ILT-U-3197Soil determination


 Fats and oils, hydrocarbon, Nitrogen, Organic matter content. According to NTC 3362, Kjeldahl SM 4500-Norg C. - NTC 5889, ISO 10694 - NTC 5403

Standard :ISO 10694, NTC 5403, NTC 3362, NTC 5889

ILT-U-2304Soil determinations

Dry Maximum Density, Dry Minimum Density, Granulometry, Moisture, Ground Density – Sand Cone Method, Liquid Limit, Plastic Limit, Compacted Soil Support CBR, Modified Proctor, Solid Particle Density. According to ASTM D4253, ASTM D4254, 8.102.1 (MC-V8), NCh 1515 – ASTM D2216, Nch 1516 – ASTM D1556, Nch 1517/1 – ASTM D423, Nch 1517/2 – ASTM D424,  Nch 1852 – ASTM D1883, Nch 1534/2 – ASTM D1557, Nch 1532 – ASTM D854

, ILT-U-2360Soil determinations

Liquid Limit, Plastic Limit, Soil Plasticity Index. According to INV E-125, INV E-126

, ILT-U-2361Soil determinations

CBR of compacted soils in the laboratory and on undisturbed sample. According to INV E-148

, ILT-U-2383Soil determinations

Apparent density in soil. Method: ASTM D7263

Determination of soluble soil salts in cement. Method: UNE 103205

, ILT-U-2385Soil determinations

Soil organic content by loss on ignition test. According to INV E-121

ILT-U-1965Soil, agregates and concrete determinations

Description: Natural humidity; Atterberg Liquid limits; Atterberg Plastic limits; Sand equivalent; and Sieve analysis of coarse and fine aggregates Method: NCh 165, NCh 1515, Nch 1517/1, Nch 1517/2, NCh 1325

ILT-U-2128Splitting Tensile Strength of Concrete Specimens

Description: Splitting Tensile Strength Method: ASTM C496, NCh 1170

, ILT-U-2517Tap mixer kitchen countertop determination

Dimensional. Flowrate. According to EN 200

ILT-U-088Thermal insulating products determination




ILT-U-3260Thermal insulating products determination


Compressive creep. According to EN 1606, ISO 16534

Standard :EN 1606, ISO 16534

ILT-U-3262Thermal insulating products determination


Long term water absorption by immersion (Method 2A). According to EN 12087, ISO 16535

Standard :EN 12087, ISO 16535

ILT-U-3263Thermal insulating products determination


long term water absorption by diffusion. According to EN 12088, ISO 16536

Standard :EN 12088, ISO 16536

ILT-U-3264Thermal insulating products determination


Shear behaviour. According to EN 12090

Standard :EN 12090

ILT-U-832Thermal insulating products determination.


Dimensional stability under specified temperature and humidity conditions. According to EN 1604

Standard :EN 1604

ILT-U-087Thermal insulating products determination.


Deformation under specified compressive load and temperature conditions.According to EN 1605

Standard :EN 1605

ILT-U-835Thermal insulating products determination.


Short term water absorption by partial immersion. According to EN 1609, ISO 29767

Standard :ISO 29767, EN 1609

ILT-U-3261Thermal insulating products determination.


Water vapour transmission properties. According to EN 12086

Standard :EN 12086

ILT-U-3266Thermal insulating products determination.


Slip resistance by means of the pendulum tester. According to EN 12431, ISO 29770

Standard :ISO 29770, EN 14231

ILT-U-3265Thermal insulating products determination.


Behaviour under point load (load at 5 mm). According to EN 12430

Standard :EN 14230

, ILT-U-2518Thermostatic mixing valve determination

Marking and dimensional. Flowrate. Sensitivity. Fidelity. According to EN 817

ILT-U-3448Walls determination


Fire resistance tests for non-loadbearing elements. According to BS EN 1364

Standard :EN 1364,

ILT-U-3451Walls determination


Fire resistance tests for loadbearing elements. According to BS EN 1365

Standard :EN 1365,

ILT-U-1606Water and construction materials testing

Description: Organic Matter Content; Organic Impurities; Water Soluble Sulfate; Chloride; and pH Method: BS 1377 Part 3, ASTM C40

, ILT-U-2515WC pans determinations

Water absorption, Hydraulic seal discharge and height. According to  EN 997

ILT – Interlaboratory Test
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