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Español| CATEGORIES | ILT CODE | NAME | SUMMARY | SELECT |
|---|---|---|---|---|
| Construction | ILT-U-417 | Acid 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 | |
| Construction | ILT-U-2356 | Aggregate determination | Unit mass and voids between aggregate particles. According to NTC 92 | |
| Construction | ILT-U-2357 | Aggregate 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 | |
| Construction | ILT-U-2563 | Aggregate determination | Soundness. According to ASTM C88 | |
| Construction | ILT-U-502 | Aggregates determinations. 1A | Description: Sieving analysis and Apparent Density Method: ASTM D422, ASTM D2854 | |
| Construction | ILT-U-1718 | Aggregates 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 | |
| Construction | ILT-U-406 | Arid determination | Solid particle density, Net density of sands, Real density of sands. According to Nch 1532, ASTM D854, Nch 1239 | |
| Construction, Soil & Sludge | ILT-U-2556 | Arid determination | Chlorides, Sulfates, Total soluble salts, Sulfate disintegration. According to NCh 1444, 8.202.14 (MC V8), and 8.202.17 (MC V8) | |
| Construction | ILT-U-2558 | Arid determination | Coal and lignite. According to ASTM C123 | |
| Construction | ILT-U-1988 | Arid 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 | |
| Construction | ILT-U-935 | Arid 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) | |
| Construction | ILT-U-1584 | Arids 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 | |
| Construction | ILT-U-736 | Arids 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 | |
| Construction | ILT-U-1585 | Asphalt determinations | Penetration, Viscosity by Vacuum, Kinematic viscosity, Cleveland Trials, Density. According to ASTM D5, ASTM D2171 , ASTM D2170, ASTM D92, ASTM D70 | |
| Construction | ILT-U-1280 | Bitumen content of asphalt | Description: Bitumen content of asphalt Method: ASTM D6307, ASTM D2172 | |
| Construction | ILT-U-2384 | Brick determinations | Water absorption (Brick) and Water absorption (Adocrete). According to NTC 4017, NTC 4017 | |
| Construction | ILT-U-2445 | Bricks determinations | Water absorption, Shear bond, Suction capacity, compression, Efflorescence, Percentage of voids, dimensional and geometric verification. Accrodign to Nch 167 and Nch168 | |
| Construction, Others | ILT-U-2519 | Bronze Lock Key determination | Classification, designation, and hydrostatic pressure loss. According to EN 1213 | |
| Construction, Others | ILT-U-2495 | Building and transport products determinations | Non-combustibility test. According to ISO 1182 | |
| Construction, Others | ILT-U-2493 | Building materials determinations | Ignitability of products subjected to direct impingement of flame. According to ISO 11925-2 | |
| Construction, Others | ILT-U-2494 | Building products determinations | Reaction to fire tests. Sample tested fully adhered with PVA adhesive to a calcium silicate board. According to EN 13823 | |
| Construction | ILT-U-2358 | Cement 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 | |
| Construction | ILT-U-1612 | Cement determination. 1A | Description: Composition and notation; and designation Method: BS EN 197-1 | |
| Construction | ILT-U-2387 | Cement determinations | Determination of organic impurities in fine aggregate for concrete. According to NTC 127 | |
| Construction | ILT-U-2386 | Cement 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 | |
| Construction | ILT-U-1154 | Cement determinations. 1B | Description: Part size distribution and Compaction-related tests determination of dry density/ moisture content relationship Method: BS 1377-4, BS 1377-2 | |
| Construction | ILT-U-1060 | Cement determinations. 1C | Description: Chlorides; Compressive strength; and Specific surface Blaine | |
| Construction | ILT-U-958 | Cement 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 | |
| Construction | ILT-U-1587 | Cement setting reaction determination | Description: cement setting reaction Method: NCh 152 | |
| Ceramic, Construction, Others | ILT-U-439 | Ceramic 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 | |
| Ceramic, Construction, Others | ILT-U-2508 | Ceramic tiles determinations | Determination of impact resistance by measurement of coefficient of restitution, and Small colour differences. According to ISO 10545-5, ISO 10545-16 | |
| Construction | ILT-U-1758 | Chemical 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: | |
| Construction | ILT-U-1709 | Chemical determinations in cement. 1B | Description: MgO Magnesium oxide; manganese oxide Mn2O3, loss on Calcination; insoluble residue; and S03 sulfur trioxide Method: ASTM C114 | |
| Construction | ILT-U-803 | Cobble determinations | Description: Shapes and dimensions; Breaking Strength (indirect tensile); Abrasion (wear wide wheel method); and Resistance Absorption Method: EN 1338 | |
| Construction | ILT-U-2359 | Compressive strength of concrete cylinders | Compressive strength of concrete cylinders. According to NTC 673 | |
| Construction | ILT-U-511 | Compressive strength of cubic concrete samples | Compressive strength of cubic concrete. According to ASTM C39, Nch 1037 | |
| Construction | ILT-U-962 | Compressive Strength of Hydraulic Cement | Description: Method: ASTM C109 | |
| Construction | ILT-U-1812 | Concrete 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 | |
| Construction | ILT-U-1073 | Concrete 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: | |
| Construction | ILT-U-449 | Concrete determination | Compression and flex. According Nch 158 | |
| Construction | ILT-U-2454 | Concrete determination | Core extraction, preparation, and compression. According to NCh1171/1 | |
| Construction | ILT-U-2201 | Concrete determinations | Description: Molding and curing of specimens and compression test Method: NBR 5738 | |
| Construction | ILT-U-1836 | Concrete 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 | |
| Construction | ILT-U-1452 | Concrete 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 | |
| Construction | ILT-U-1672 | Concrete determinations. 1C | Description: Casting of concrete cylinders; settlement test; and compression resistance Method: ASTM C39, ASTM C172, ASTM C143 | |
| Construction | ILT-U-1483 | Concrete determinations. 1D | Description: Compression resistance Method: EN 12390-3 | |
| Construction | ILT-U-1074 | Concrete determinations. 1E | Description: compression resistance Method: ASTM C39, Nch 1037, NBR 5739 | |
| Construction | ILT-U-957 | Concrete 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 | |
| Construction | ILT-U-1312 | Concrete, 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 | |
| Construction | ILT-U-2242 | Density 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 | |
| Construction | ILT-U-1605 | Determination 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 | |
| Construction | ILT-U-2094 | Determination of compression in concrete pavers. | Description: Compression Method: Código MINVU Nº 332-2008 | |
| Construction | ILT-U-002 | Determination of resistance to freezing and thawing in aggregates | Description: Frost resistance Method: EN 1367-1 | |
| Construction | ILT-U-612 | Determination of setting times for cement | Description: Standard consistency water content, determination of setting times for cement Method: EN 196-3 | |
| Construction | ILT-U-1613 | Determination of strength in cement | Description: Strength in cement Method: BS EN 196-1 | |
| Construction | ILT-U-432 | Determination of the resistance to simple and triaxial compression | Description: ASTM C170 Method: ASTM C170 | |
| Construction | ILT-U-510 | Determinations 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 | |
| Construction | ILT-U-1603 | Determinations 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 | |
| Construction | ILT-U-472 | Determinations in Asphalt and Asphalt Mixtures. 1A | Description: Thickness of compacted bituminous mixtures; and Extraction, preparatrion and assay of asphlat witness Method: NCh 1117, ASTM D3549 | |
| Construction | ILT-U-390 | Determinations in Asphalt and Asphalt Mixtures. 1C | 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 | |
| Construction | ILT-U-1583 | Determinations in concrete slab | Description: Flexion resistance “soleras” (MINVU Nº332 6.5.4.1); Impact resistance “soleras” (MINVU 332 6.5.4.2); and Flexion resistance “solerillas” (MINVU 332 6.6.4) Method: MINVU Nº332-2008 | |
| Construction | ILT-U-1614 | Determinations 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 | |
| Construction | ILT-U-1626 | Determinations 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 | |
| Construction | ILT-U-513 | Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate | Description: Accelerated Mortar-Bar Method Method: ASTM C1567 | |
| Construction | ILT-U-141 | Expansion 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 | |
| Construction | ILT-U-1989 | Fineness 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 | |
| Construction | ILT-U-500 | Fineness of hydraulic cement determination | Description: Fineness of hydraulic cement by air-permeability apparatus Method: ASTM C204 | |
| Construction | ILT-U-1903 | Flexionl strength in concrete tiles (Pastelones) | Description: Código MINVU Nº 332-2008, 6.3.4.1 Method: Código MINVU Nº 332-2008 | |
| Construction, Others | ILT-U-2502 | Floor covering material determination | Reaction to Fire test for floor covering. RFP Test (Radiant Panel). According to ISO 9239‐1 | |
| Construction, Others | ILT-U-2378 | Fluorine determination in clay | Fluorine | |
| Construction | ILT-U-2455 | Gravel determination | Granulometric analysis. According to M.C. V8 (8.302.28) | |
| Construction | ILT-U-909 | Hardened concrete determination | Description: Compressive strength of test specimens; and Density of hardened concrete Method: EN 12390-3, EN 12390-7 | |
| Construction | ILT-U-2255 | Lime determinations | Description: Method: ASTM C25, ASTM C110, ASTM C1271 | |
| Construction | ILT-U-2310 | Mortars determination | Mechanical resistance of specimens made on site. According to Nch 2261 | |
| Construction | ILT-U-552 | Nonrepetitive 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 | |
| Construction | ILT-U-1759 | Physical determinations in cement. 1A | Description: Compressive strength, Setting time, Soundness / Expansion, Fineness / Blaine, Residue on 45 micron, and Insoluble Residue Method: | |
| Construction | ILT-U-1710 | Physical 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 | |
| Construction | ILT-U-2086 | Physical 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 | |
| Construction | ILT-U-2093 | Physical determinations in concrete blocks | Description: Water absorption; Compression; Moisture content; and Extraction of samples Method: ASTM C140, Nch 182 | |
| Construction | ILT-U-2092 | Physical determinations in concrete screeds | Description: Flexion and impact Method: Código MINVU Nº 332-2008 | |
| Construction | ILT-U-2456 | Plasterboard determination | Non-combustibility. According to NCh 1914/1 Of 84 | |
| Construction | ILT-U-512 | Potential Alkali Reactivity of Aggregates | Description: Mortar-Bar Method Method: ASTM C1260 | |
| Construction | ILT-U-1430 | Quantitative XRD of cements determination | Description: Method: ASTM C1365 | |
| Construction | ILT-U-1994 | Resistance of Plastic Flow of Bituminous Mixtures. CT | Description: Resistance of plastic flow (Marshall) Method: ASTM D1559 | |
| Construction, Others | ILT-U-2501 | Roofing material determinations | External fire exposure to roofs. According to CEN/TS 1187 (test 2) | |
| Construction | ILT-U-1065 | Sieve residue analysis in construction plaster | Description: Sieve residue analysis (clause 4.1.3) Method: EN 13279-2 | |
| Construction | ILT-U-2269 | Soil 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 | |
| Construction | ILT-U-1068 | Soil 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 | |
| Construction, Soil & Sludge | ILT-U-2453 | Soil determination | Granulometric analysis. According to M.C. V8 (8.102.1) | |
| Construction | ILT-U-2304 | Soil 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 | |
| Construction, Soil & Sludge | ILT-U-2360 | Soil determinations | Liquid Limit, Plastic Limit, Soil Plasticity Index. According to INV E-125, INV E-126 | |
| Construction, Soil & Sludge | ILT-U-2361 | Soil determinations | CBR of compacted soils in the laboratory and on undisturbed sample. According to INV E-148 | |
| Construction, Soil & Sludge | ILT-U-2383 | Soil determinations | Apparent density in soil. Method: ASTM D7263 Determination of soluble soil salts in cement. Method: UNE 103205 | |
| Construction, Soil & Sludge | ILT-U-2385 | Soil determinations | Soil organic content by loss on ignition test. According to INV E-121 | |
| Construction | ILT-U-1965 | Soil, 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 | |
| Construction | ILT-U-2128 | Splitting Tensile Strength of Concrete Specimens | Description: Splitting Tensile Strength Method: ASTM C496, NCh 1170 | |
| Construction, Others | ILT-U-2517 | Tap mixer kitchen countertop determination | Dimensional. Flowrate. According to EN 200 | |
| Construction, Others | ILT-U-2518 | Thermostatic mixing valve determination | Marking and dimensional. Flowrate. Sensitivity. Fidelity. According to EN 817 | |
| Construction | ILT-U-1606 | Water and construction materials testing | Description: Organic Matter Content; Organic Impurities; Water Soluble Sulfate; Chloride; and pH Method: BS 1377 Part 3, ASTM C40 | |
| Construction, Others | ILT-U-2515 | WC pans determinations | Water absorption, Hydraulic seal discharge and height. According to EN 997 | |
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