Scope of the accreditation Name of the accredited body: Building testing and research institute, n. o. Studená 3, 821 04 Bratislava, Slovakia Testing laboratory ID Number: 31 821 987 Testing workplace Bratislava (BA), Studená 3, 821 04 Bratislava Testing workplace Nové Mesto nad Váhom (NM), Trenčianska 1875/12, 915 05 Nové Mesto nad Váhom Testing workplace Nitra (NR), Braneckého 2, 949 01 Nitra Testing workplace Zvolen (ZV), Jesenského 15, 960 01 Zvolen Testing workplace Žilina (ZA), A. Rudnaya 90, 010 01 Žilina Testing workplace Košice (KE), Krmanova 5, 040 00 Košice Testing workplace Prešov (PO), Budovateľská 53, 080 01 Prešov Testing workplace Tatranská Štrba (TS), Štefánikova 24, 059 41 Tatranská Štrba with fixed scope of accreditation 1.1 Particle size and content of fine grains sieve analysis, weight STN EN 933-1 PP-001 1.2 Flakiness index sieve analysis,, weight STN EN 933-3 PP-001 1.3 Shape index sieve analysis,, weight STN EN 933-4 PP-001 1.4 Sand equivalent, weight STN EN 933-8 PP-001 1.5 Evaluation of fine grains by methylene blue visual assessment STN EN 933-9 PP-001 1.6 Freeze-thaw resistance thermal stress, weight STN EN 1367-1 PP-001 1.7 Resistance to abrasion mechanical stress, sieve analysis, weight STN EN 1097-1 PP-001 1.8 Aggregates and bulk thermal mechanical stress, sieve analysis, weight insulation materials Resistance to fragmentation STN EN 1097-2 PP-001 1.9 unoccupied 1.10 Particle density weight PP-001 STN EN 1097-6 1.11 Water absorption weight PP-001 1.12 Particle density of filler weight STN EN 1097-7 PP-001 1.13 Resistance to weathering chemical stress, weight STN EN 1367-2 PP-001 1.14 Delta ring and ball test temperature STN EN 13179-1 PP-001 1.15 Resistance to polishing friction STN EN 1097-8 PP-001 1.16 Reactivity of aggregates with alkalis chemical stress, titration, weight, volume STN 72 1179 PP-001 1.17 Drying shrinkage STN EN 1367-4 PP-001 1 of 12
, in situ STN EN 197-1, STN EN 413-1 or STN 2.1 Compressive strength force, STN EN 196-1 PP-002 EN 14216, STN EN 15743, STN EN 1008 2.2 Tensile strength in bending force, STN EN 196-1 PP-002 2.3 Start of setting time STN EN 196-3 + A1 PP-002 STN EN 413-2 STN EN 197-1, STN EN 413-1 or STN 2.4 End of setting time STN EN 196-3 + A1 EN 14216, STN EN 15743, STN EN 1008 PP-002 STN EN 413-2 2.5 Soundness STN EN 196-3 + A1 PP-002 2.6 Cement and mixing water Indecomposable rest content chemical stress (precipitation) STN EN 196-2 PP-002 STN EN 197-1, STN EN 413-1 or STN 2.7 for concrete Loss on ignition gravimetry STN EN 196-2 PP-002 EN 14216, STN EN 15743, STN EN 1008 (Sulphate 2.8 Sulphate content (SO 3 ) chemical stress (precipitation) STN EN 196-2 PP-002 content) 2.9 Chloride content titration (volumetric analysis) STN EN 196-2 PP-002 2.10 Fineness of grinding (sieve residue) sieve analysis, weight STN EN 196-6 PP-002 STN EN 413-1 2.11 Carbon dioxide content gravimetry STN EN 196-2 PP-002 2.12 Alkali content flame photometry STN EN 196-2 PP-002 STN EN 1008 2.13 Specific surface (Blaine) time, weight STN EN 196-6 PP-002 2.14 Content of water soluble hexavalent chromium spectrophotometry after extraction STN EN 196-10 PP-002 3.1 STN EN 12350-2 PP-003 3.2 Fresh concrete consistency STN EN 12350-5 PP-003 3.3 time STN EN 12350-3 PP-003 3.4 Fresh concrete density, weight STN EN 12350-6 PP-003 3.5 Air content in fresh concrete pressure distribution STN EN 12350-7 PP-003 3.6 STN EN 12390-3 3.7 Compressive strength of hardened concrete force, STN 73 1317 PP-003 3.8 STN EN 12504-1 3.9 Flexural strength force, STN EN 12390-5 PP-003 3.10 Tensile splitting strength force, STN EN 12390-6 PP-003 3.11 Concrete, concrete and Hardened concrete density, weight STN EN 12390-7 PP-003 3.12 reinforced concrete Depth of penetration of water under pressure STN EN 12390-8 PP-003 3.13 structures Freeze-thaw resistance thermal stress STN 73 1322 PP-003 3.14 Resistance of cement concrete surface to water and defrosting chemicals thermal stress, chemical stress, dimensions, weight STN 73 1326 PP-003 3.15 Static modulus of elasticity in compression force, STN ISO 6784 STN EN 12930-13 PP-003 3.16 Concrete moisture content weight STN 73 1316 PP-003 3.17 Tensile strength of surface layers of concrete force, STN 73 6242 PP-003 3.18 Compressive strength - sclerometry rebound number STN 73 1373 STN EN 12504-2 PP-003 Compressive strength of young sprayed concrete 3.19 force (needle penetration) STN EN 14488-2 PP-003 Compressive strength of young sprayed concrete 3.20 force (nail pulling) 2 of 12
4.1 Efficiency index (Compressive strength) force, STN EN 196-1 PP-004 4.2 Fineness sieve analysis, weight STN EN 451-2 PP-004 4.3 Soundness STN EN 196-3 PP-004 4.4 Free calcium oxide content titration (volumetric analysis) STN EN 451-1 PP-004 4.5 Fly ash for concrete, silica Loss on ignition gravimetry STN EN 196-2 PP-004 4.6 fume for concrete and Total content of silicon dioxide, aluminium oxide titration (volumetric analysis) ground granulated blast and ferric oxide STN EN 450-1, STN EN 13263-1+A1, STN EN 4.7 furnace slag for concrete, Total alkali content flame photometry 15167-1 4.8 mortar and grout Active silicon dioxide content gravimetry STN EN 196-2 PP-004 4.9 Sulfur trioxide content gravimetry 4.10 Chloride content titration (volumetric analysis) 4.11 Active calcium oxide content titration (volumetric analysis) 4.12 Magnesium oxide content titration (volumetric analysis) 4.13 Start of setting time STN EN 196-3 PP-004 5.1 Bulk density of hardened mortar, weight STN EN 1015-10 PP-005 5.2 Compressive strength of hardened mortar force, STN EN 1015-11 PP-005 Mortar for masonry and 5.3 plasters Adhesive strength of hardened mortar force, STN EN 1015-12 PP-005 Conditions: normal, after cycles according to STN 72 2452 Conditions: normal, after weathering cycles (STN EN 1015-21) 5.4 Capillary absorption weight STN EN 1015-18 PP-005 5.5 Water soluble chloride content titration (volumetric analysis) STN EN 1015-17 PP-005 5.6 Air content in fresh mortar pressure distribution STN EN 1015-7 PP-005 6.1 Compressive strength force, STN EN 13892-2 PP-006 6.2 STN EN 13892-2 Screeds and screed materials Flexural strength force, 6.3 STN EN 13454-2 6.4 Binders, screed material and STN EN 13872 floor screeds Dimensional changes character (shrinkage and expansion) 6.5 STN EN 13454-2 Binders, composite binders and factory made mixtures for floor screeds based on calcium sulphate Hydraulic setting floor smoothing and/or levelling compounds Binders, composite binders and factory made mixtures for floor screeds based on calcium sulphate 6.6 Bond strength force, STN EN 13892-8 PP-006 6.7 Impact resistance force,, visual assessment STN EN ISO 6272-1 PP-006 PP-006 PP-006 3 of 12
7.1 Depth of penetration STN EN 1504-2 PP-007 7.2 Water absorption and resistance to alkali chemical stress, weight STN EN 13580 PP-007 7.3 Drying speed coefficient weight STN EN 13579 PP-007 7.4 Weight loss after freezing and thawing cycles thermal stress, weight STN EN 13581 PP-007 7.5 Water vapour transmission weight STN EN ISO 7783 PP-007 7.6 CO 2 permeability weight STN EN 1062-6 PP-007 7.7 Capillary water absorption and waterproofing weight STN EN 1062-3 PP-007 7.8 7.9 7.10 7.11 Products and systems for the protection and repair of concrete structures Resistance to temperature changes thermal stress, force, dimensions STN EN 13687-1 STN EN 13687-2 STN EN 13687-3 STN EN 13687-5 Expression of results: qualitative Products for outdoor use under the influence of deicing salts Expression of results: qualitative Products for outdoor use under the influence of stormy rain Expression of results: qualitative Products for outdoor use without the influence of deicing salts Expression of results: qualitative Products exposed to physical effects 7.12 Pull-off test to evaluate the adhesion force, STN EN 1542 PP-007 7.13 Artificial ageing thermal/chemical stress, visual assessment STN EN 1062-11 PP-007 7.14 Compressive strength force, STN EN 12190 PP-007 7.15 Resistance to severe chemical attack chemical stress, STN EN 13529 PP-007 Expression of results: qualitative 7.16 unoccupied Limit of proportionality (LOP) and residual flexural 8.1 force, STN EN 14651 PP-008 tensile strength Fibres for concrete 8.2 Tensile strength and flexural modulus force, STN EN ISO 6892-1 PP-008 8.3 Concrete consistency time STN EN 12350-3 PP-008 9.1 STN EN 14231 Natural stone 9.2 Resistance to skidding / slipping friction STN EN 1341 PP-010 Natural stone slabs for external paving Natural stone products - 9.3 STN EN 1342 Natural stone setts for external paving standard tiles, slabs for thermal stress,, weight 9.4 floors and stairs, slabs, setts Freeze-thaw resistance STN EN 12371 PP-010 and curbs for external 9.5 paving STN EN 14157 Natural stone 9.6 Abrasion resistance mechanical stress, STN EN 1341 PP-010 Natural stone slabs for external paving 9.7 STN EN 1342 Natural stone setts for external paving 10.1 STN EN 1338 thermal stress,, weight STN EN 1338, 5.3.2.2; STN Concrete precast units - Resistance to thawing salts STN EN 1339 PP-011 EN 1339, 5.3.2.2; STN EN 1340, 5.3.2.2 paving blocks, tiles and STN EN 1340 10.2 curbs STN EN 1339 Flexural strength force, STN EN 1340 PP-011 11.1 Watertightness of joints visual assessment PP-014 STN EN 1433, 9.3.6 11.2 Drainage channels for Bearing capacity force PP-014 STN EN 1433, 9.1.4.2.2 11.3 vehicular and pedestrian Compressive strength force, STN EN 1433 PP-014 areas 11.4 Resistance to thawing salts thermal stress, chemical stress, dimensions, weight PP-014 STN EN 1433, 6.3.3.1 and 6.3.3.3 PP-007 PP-007 PP-007 PP-007 4 of 12
STN EN 771-1, STN EN 771-2, STN 12.1 Dimensions STN EN 772-16 PP-015 EN 771-3, STN EN 771-4, STN EN 771-5 12.2 STN EN 772-14 blocks of concrete and artificial stone Dimensional stability PP-015 12.3 STN EN 680 aerated concrete blocks STN EN 771-1, STN EN 771-2, STN 12.4 Density, weight STN EN 772-13 PP-015 EN 771-3, STN EN 771-4, STN EN 771-5 Conditions: normal, after the freeze-thaw cycles 12.5 Masonry and shuttering Compressive strength force, STN EN 772-1 PP-015 units and fittings (STN 72 2606 or STN EN 772-18) 12.6 Cohesion (initial shear strength) force, STN EN 1052-3 PP-015 12.7 Freeze-thaw resistance of autoclaved aerated concrete thermal stress, force, dimensions, weight STN EN 15304 PP-015 12.8 Tensile strength force, PP-015 STN EN 15435 12.9 Flexural strength force, PP-015 Tensile strength of longitudinal and transverse 13.1 Ancillary components for force STN EN ISO 6892-1 PP-017 masonry - clips, draws, wires 13.2 hangers, brackets and bed Tensibility STN EN ISO 6892-1 PP-017 joint reinforcement of steel STN EN 846-2 13.3 mesh Bond strength force PP-017 STN EN 846-5 Conditions: normal, after immersion in water, after 14.1 Tensile adhesion strength force, STN EN 1348 PP-018 storage at higher temperatures, after freeze-thaw cycles Conditions: determination of open time according to 14.2 Mortars, adhesives and Open time time STN EN 1346 PP-018 STN EN 1346 waterproofing for tiles 14.3 Transverse deformation STN EN 12002 PP-018 14.4 Slip STN EN 1308 PP-018 14.5 Depth of penetration of water under pressure STN EN 14891 PP-018 15.1 Bearing capacity of the supporting structure force, STN EN 13964 PP-024 15.2 Suspended ceilings Bearing capacity of suspension elements force, STN EN 13964 PP-024 16.1 Air permeability air flow STN EN 12153 PP-025 STN EN 12152 16.2 Watertightness visual assessment STN EN 12155 PP-025 STN EN 12154 16.3 Curtain wallings Resistance to wind load mechanical stress, STN EN 12179 PP-025 STN EN 13116 16.4 Impact resistance mechanical stress, visual assessment STN EN 13049 PP-025 Conditions: STN EN 12600 STN EN 14019 17.1 Air permeability air flow STN EN 1026 PP-026 STN EN 12207 17.2 Watertightness visual assessment STN EN 1027 PP-026 Evaluation STN EN 12208 17.3 Resistance to wind load mechanical stress, STN EN 12211 PP-026 STN EN 12210 17.4 Impact resistance mechanical stress, visual assessment STN EN 13049 PP-026 Windows Conditions: STN EN 12600 Windows 17.5 STN EN 14609 PP-026 STN EN 14351-1, 4.8 Bearing capacity of safety equipment visual assessment Doors and windows Doors 17.6 STN EN 948 PP-026 STN EN 14351-1, 4.8 Windows 17.7 STN EN 12046-1 PP-026 STN EN 13115 Operating forces force Doors 17.8 STN EN 12046-2 PP-026 STN EN 12217 17.9 Resistance to repeated opening and closing force,, weight STN EN 1191 PP-026 STN EN 12400 5 of 12
18.1 weight STN EN 13183-1 PP-028 Timber prefabricated Moisture content of a piece of sawn timber 18.2 structural elements moisture STN EN 13183-2 STN EN 14080 STN EN 15497 19.1 Bearing capacity and deformation force, STN EN 380 PP-031 19.2 Timber structures Racking strength and stiffness of timber frame wall panels force, STN EN 594 PP-031 20.1 Flat sheets of glass and safety glazing Resistance to pendulum impact weight STN EN 12600 PP-032 21.1 Watertightness visual assessment STN EN 1928 PP-037 21.2 Resistance to water penetration weight STN EN 13111 PP-037 21.3 STN EN 12311-1 PP-037 Tensile properties force, 21.4 STN EN 12311-2 PP-037 PP-028 Conditions: normal, after UV radiation (STN EN 1297) and the impact of heat (EN 1296), the impact of chemicals, including liquid water (STN EN 1847) STN EN 1928, STN EN 13859-1,2, STN EN 13969, STN EN 13967 Conditions: normal, after UV radiation (STN EN 1297) and the impact of heat (STN EN 1296) STN EN 13859-1,2 Bitumen sheets Conditions: normal, after UV radiation EN 1297) impact of heat (STN EN 1296) (STN and the Plastic and rubber sheets Conditions: normal, after UV radiation (STN EN 1297) and the impact of heat (EN 1296) 21.5 Flexible sheets for unoccupied waterproofing. And systems of mechanically fastened 21.6 roof waterproofing Shear strength of joints force, STN EN 12317-2 PP-037 Plastic and rubber sheets Conditions: normal, after the impact of heat (EN 1296), the impact of chemicals including liquid water (STN EN 1847) ETAG 006 21.7 unoccupied 21.8 Peel resistance of joints force, STN EN 12316-2 PP-037 Plastic and rubber sheets Conditions: normal, after the impact of heat (EN 1296), the impact of chemicals including liquid water (STN EN 1847) ETAG 006 21.9 STN EN 1109 PP-037 Flexibility at low temperature visual assessment 21.10 STN EN 495-5 PP-037 Conditions: normal, after the impact of heat (EN 1296) ETAG 006, STN EN 1109 Plastic and rubber sheets STN EN 495-5 21.11 Impact resistance visual assessment STN EN 12691 PP-037 STN EN 12691 Conditions: normal, after the impact of heat (STN 21.12 STN EN 12310-1 PP-037 EN 1296) Resistance to tearing force ETAG 006 21.13 STN EN 12310-2 PP-037 Plastic and rubber sheets 6 of 12
21.14 Resistance to static load visual assessment STN EN 12730 PP-037 STN EN 12730 Sheets with equivalent diffusion thickness s 21.15 STN EN ISO 12572 PP-037 d < 0,2 m Water vapour transmission weight Sheets with equivalent diffusion thickness s d 0,2 m Conditions: 21.16 Flexible sheets for STN EN 1931 PP-037 waterproofing. And systems normal, after the impact of heat (STN EN 1296) of mechanically fastened STN EN 13984 roof waterproofing 21.17 Flow resistance at elevated temperature visual assessment STN EN 1110 PP-037 21.18 STN EN 1107-1 Bitumen sheets Dimensional stability PP-037 21.19 STN EN 1107-2 Plastic and rubber sheets 21.20 STN EN 1849-1 Bitumen sheets Mass per unit area, thickness, weight PP-037 21.21 STN EN 1849-2 Plastic and rubber sheets 22.1 Extensibility STN EN ISO 15630-1 PP-039 22.2 Dimensions STN EN ISO 15630-1 PP-039 22.3 Bend and rebend visual assessment STN EN ISO 15630-1 PP-039 Conditions: after artificial ageing at 100 C Reinforcing bars, rods, 22.4 Anchorage strength force STN EN 10080 PP-039 welded meshes and spatial 22.5 (latticed) reinforcement STN EN ISO 15630-1 Tensile strength, Yield strength force PP-039 22.6 STN EN ISO 15630-2 22.7 Shear strength of welded joint force STN EN ISO 15630-2 PP-039 22.8 Nominal mass per metre weight STN EN 10080 PP-039 23.1 Minimum elongation at maximum force force, STN EN 15630-3 PP-040 23.2 Minimum number of rebends visual assessment STN EN 15630-3 PP-040 23.3 Tensile strength, Yield strength force STN EN 15630-3 PP-040 23.4 Relaxation force, STN EN 15630-3 PP-040 23.5 Prestressing products - Nominal mass per metre weight STN EN 15630-3 PP-040 wires, ropes and rods, chemical stress, force, dimensions 23.6 plastic coatings of ropes Stress corrosion test in a solution of thiocyanate STN EN 15630-3 PP-040 23.7 Deflected tensile test force, STN EN 15630-3 PP-040 23.8 Static watertightness weight P A 35-037-1 PP-040 23.9 Friction between the strand and sheathing force, P A 35-037-1 PP-040 23.10 Impact resistance visual assessment P A 35-037-1 PP-040 7 of 12
24.1 STN EN 822 PP-041 Flat test specimens Length and width 24.2 STN EN 13467 PP-041 Cylindrical test specimens 24.3 STN EN 823 PP-041 Flat test specimens 24.4 Thickness STN EN 13467 PP-041 Cylindrical test specimens 24.5 STN EN 12431 PP-041 Specific loading conditions 24.6 Inside and outside diameter STN EN 13467 PP-041 24.7 STN EN 824 PP-041 Flat test specimens Squareness 24.8 STN EN 13467 PP-041 Cylindrical test specimens 24.9 STN EN 825 PP-041 Flat test specimens Flatness 24.10 STN EN 13467 PP-041 Cylindrical test specimens 24.11 STN EN 1602 PP-041 Flat test specimens Density, weight 24.12 STN EN 13470 PP-041 Cylindrical test specimens 24.13 Compressive strength, Compression PP-041 24.14 Compressive stress force, STN EN 826 PP-041 24.15 Modulus of elasticity in compression PP-041 Dimensional stability under specified temperature 24.16 STN EN 1604 PP-041 and humidity conditions Deformation under specified compressive load 24.17 STN EN 1605 PP-041 and temperature conditions 24.18 Tensile strength perpendicular to faces force, STN EN 1607 PP-041 Conditions: normal; after the climatic stress according to ETAG 004 24.19 Tensile strength parallel to faces force, STN EN 1608 PP-041 24.20 time,, STN EN 1609 PP-041 Flat test specimens Short term water absorption 24.21 Thermal insulation products weight STN EN 13472 PP-041 Cylindrical test specimens 24.22 time,, STN EN 12086 PP-041 Flat test specimens Water vapour transmission 24.23 weight STN EN 13469 PP-041 Cylindrical test specimens 24.24 Long term water absorption time,, weight STN EN 12087 PP-041 24.25 Bending strength PP-041 force, STN EN 12089 24.26 Bending stress, Deflection PP-041 24.27 Shear strength force, STN EN 12090 PP-041 24.28 Freeze-thaw resistance thermal stress, force, dimensions, weight STN EN 12091 PP-041 24.29 Point load, Deformation force, STN EN 12430 PP-041 24.30 STN EN 14706 PP-041 Maximum service temperature 24.31 STN EN 14707 PP-041 Flat test specimens Qualitative assessment of the percentage change in the thickness of the sample after 72 h exposure to the given temperature Cylindrical test specimens Qualitative assessment of the percentage change in the thickness of the sample after 72 h exposure to the given temperature 24.32 Thermal resistance PP-041 density of the heat flow STN EN 12667 24.33 Thermal conductivity PP-041 24.34 Water repellency volume STN EN 14317-1 PP-041 8 of 12
25.1 Hygrothermal behaviour hygrothermal stress ETAG 004 PP-042 25.2 Water absorption - capillarity test weight ETAG 004 PP-042 25.3 Resistance to hard body impact ETAG 004 PP-042 25.4 Resistance to perforation - Perfotest visual assessment ETAG 004 PP-042 25.5 Water vapour permeability time,, weight STN EN ISO 7783 PP-042 Conditions: ETAG 004, 5.1.3.4 25.6 External Thermal Insulation Composite Systems with Bond strength force, ETAG 004 PP-042 rendering ETICS Conditions: normálne; ETAG 004, 5.1.7.1.1, 5.1.7.1.2; after hygrothermal cycles (ETAG 004, 5.1.3.2.1); after the freeze-thaw cycles (ETAG 004, 5.1.3.2.2); after soaking and drying (ETAG 004, 5.1.4.1.2 or 5.1.4.1.3) 25.7 Pull-through test of fixings force ETAG 004 PP-042 25.8 Static test of EPS or MW block force, ETAG 004 PP-042 25.9 Tensile properties of reinforcing mesh force, ETAG 004 PP-042 Conditions: in the state of delivery; after ageing 25.10 Render strip tensile test ETAG 004 PP-042 25.11 Static modulus of mortar strip force, ETAG 004 PP-042 25.12 Ash content gravimetry, weight ETAG 004 PP-042 25.13 Dry matter content gravimetry, weight ETAG 004 PP-042 26.1 Non-volatile-matter content weight STN EN ISO 3251 PP-043 Method 4A (difference in thickness) Method 4B (fathometer) 26.2 Film thickness STN EN ISO 2808 PP-043 Method 6B (V-cut) Method 7C (magnetic induction) Method 7D (eddy currents) 26.3 unoccupied 26.4 unoccupied 26.5 Buchholz hardness STN EN ISO 2815 PP-043 26.6 Paints and varnishes chemical stress, visual assessment STN EN ISO 6270-1 PP-043 Continuous condensation STN EN 12944-6 Salt chamber 26.7 chemical stress, visual assessment STN EN ISO 9227 PP-043 STN EN 12944-6 Corrosion resistance Resistance to liquids 26.8 liquids exposure, visual assessment STN EN ISO 2812-1 PP-043 EN 12944-6 26.9 visual assessment STN EN ISO 2812-2 PP-043 Method of immersion to water STN EN 12944-6 26.10 Pull-off test for adhesion force, STN EN ISO 4624 PP-043 26.11 Water absorption weight STN EN 927-5 PP-043 STN EN 927-2 26.12 Resistance to weathering visual assessment STN EN 927-3 PP-043 STN EN 927-2 26.13 Adhesion - Cross-cut test visual assessment STN EN ISO 2409 PP-043 9 of 12
27.1 STN 03 8157 Metallic and non-metallic coatings Thickness of corrosion-resistant coatings 27.2 STN EN ISO 1461 27.3 27.4 27.5 Surface treatment of components and structures Adhesion of building construction coating to the base Watertightness of surface finish of building structures Frost resistance of surface finish of building structures 28.1 unoccupied 28.2 unoccupied Hot dip galvanized coatings on fabricated iron and steel articles force, STN 73 2577 PP-044 STN 73 2578 PP-044 force, STN 73 2579 PP-044 28.3 unoccupied Bituminous mixtures 28.4 Affinity between aggregate and bitumen visual assessment STN EN 12697-11 PP-046 28.5 unoccupied 28.6 unoccupied 29.1 Softening point temperature STN EN 1427 PP-047 29.2 Needle penetration STN EN 1426 PP-047 Bitumen and bituminous 29.3 binders unoccupied 29.4 Cohesion of bituminous binders determination of viscosity, resistance STN EN 13588 PP-047 30.1 Anti-slip properties of floor surfaces force STN 74 4507 PP-048 30.2 Dimensions STN EN 846-11 PP-048 30.3 Building structures and STN 73 2030 PP-048 Building structures 30.4 components STN 73 2046 PP-048 Concrete components in situ Bearing capacity force, 30.5 STN EN 124 PP-048 Manhole tops and gully tops 30.6 STN EN 846-9 PP-048 Ancillary components for masonry - lintels 31.1 Bridges Bearing capacity load test STN 73 6209 PP-049 In situ 32.1 STN 73 1002 PP-050 Pile foundations generally STN 73 1002 Micropiles 32.2 STN EN 14199 PP-050 STN 73 1002 Pile foundations and Bearing capacity load test Bored piles In situ 32.3 ground rock anchors STN EN 1536 PP-050 STN 73 1002 32.4 STN EN 12699 PP-050 Displacement piles STN 73 1002 32.5 STN EN 1537 PP-050 Ground rock anchors Conditions: normal; after the climatic stress (STN 33.1 Load resistance force, STN EN 1794-1 PP-051 EN 14389-2) Road traffic noise reducing 33.2 devices Danger of falling spalls, visual assessment STN EN 1794-2 PP-051 PP-044 33.3 Resistance to impact of stones STN EN 1794-1 PP-051 34.1 Concretion degree load test Soils 34.2 Bearing capacity load test STN 73 6133 ČSN 72 1006 Rule ŽSR S4 STN 73 6133 STN 73 6192 PP-053 PP-053 In situ 10 of 12
Equivalent continuous sound pressure level, 35.1 L 1) STN ISO 1996-1: 2006 PP-054 A,eqT measuring the acoustic pressure level in audible Life environment (Law no. 355/2007 Coll. as amended) area 12) 35.2 Maximum noise levels 2) STN ISO 1996-2: 2008 PP-054 Regulation no. 549/2007 Coll. as amended 35.3 35.4 A-weighted noise exposure level normalized to an 8 h working day, L 3) A,E,8h Working environment (Law no. 355/2007 Coll. as measuring the acoustic pressure level in audible Normalized noise pressure level in 1/3-octave area 12) STN ISO 9612: 2010 PP-054 amended) bands, L t,e,8h Regulation no. 115/2006 Coll. 35.5 Physical factors of life and C-weighted peak sound pressure level, L 4) p,cpeak working environment 35.6 Equivalent frequency-weighted acceleration value of vibrations 5) Life environment (Law no. 355/2007 Coll. as 35.7 35.8 35.9 35.10 Maximum frequency-weighted acceleration value of vibrations 5) Resulting normalized acceleration of hand-arm vibrations 6) Normalized acceleration of whole body vibrations 7) Normalized acceleration of vibrations in 1/3- octave bands, a t,eq,8h 8) acceleration acceleration STN ISO 2631-1: 1999 STN ISO 2631-2: 2004 STN EN ISO 5349-1: 2003 STN EN ISO 5349-2: 2003 STN ISO 2631-1: 1999 STN ISO 2631-2: 2004 36.1 Vibration frequency 9) Comparison of measured data with dynamic 36.2 Effective acceleration value 10) STN ISO 4866: 2000 calculation; precision of the mathematical model Building structures vibration analysis PP-054 STN 73 0036: 1997 according to measured data; calculation of dynamic 36.3 Effective speed value 11) characteristics visual assessment,, STN EN 12566-1 STN 37.1 PP-055 Small wastewater treatment Watertightness volume EN 12566-3 37.2 systems for up to 50 PT and STN 75 0905 PP-055 in situ water and sewage tanks Crushing resistance and maximum load STN EN 12566-1 STN 37.3 load test PP-055 deformation EN 12566-3 38.1 Elastic recovery STN EN ISO 7389 PP-075 38.2 Resistance to flow in the groove STN EN ISO 7390 PP-075 38.3 Tensile properties at maintained extension mechanical stress, visual assessment STN EN ISO 8340 PP-075 38.4 Adhesion/cohesion at constant temperature mechanical stress, visual assessment STN EN ISO 9046 PP-075 38.5 Adhesion/cohesion at variable temperatures thermal stress, mechanical stress, visual assessment STN EN ISO 9047 PP-075 38.6 Adhesion/cohesion at maintained extension after mechanical stress, visual assessment STN EN ISO 10590 PP-075 immersion in water Sealants 38.7 Adhesion/cohesion after immersion in water - relative elongation mechanical stress, visual assessment STN EN ISO 10591 PP-075 38.8 Change in volume thermal stress, weight STN EN ISO 10563 PP-075 PP-054 PP-054 amended) Regulation no. 549/2007 Coll. as amended Working environment (Law no. 355/2007 Coll. as amended) Regulation no. 416/2005 Coll. In situ In situ 38.9 Secant modulus force, STN EN ISO 8339 PP-075 38.10 Elongation at break force, STN EN ISO 8339 PP-075 11 of 12
39.1 Plastics Tensile properties force, STN EN ISO 527-1 STN EN ISO 527-2 STN EN ISO 527-3 PP-077 Conditions: normal; after thermal ageing; after chemical exposure Key: 1) continuous noise level with the weighting function A in the time interval T 2) time weighting function S = 1.0 s and the time weighting function F = 0.125 s 3) determined from the equivalent sound level A by conversion to the nominal 8-hour working time 4) the maximum sound pressure level determined with the frequency weighting C in the time interval T 5) evaluated in the frequency range 1 Hz to 80 Hz 6) evaluated in the frequency range 5.6 Hz to 1400 Hz, the frequency-weighting filter W h 7) in the axial direction with the highest value 1.4a wx,8h, 1.4a wy,8h, a wz,8h ; the frequency-weighting filter W k for the Z axis and W d for the, Y axes; frequency range of 0.5 Hz to 80 Hz 8) local vibrations in the axial direction with the highest value of a t,eq,8h ; frequency range of 1 Hz to 1000 Hz 9) inherent or operating vibration frequencies determined from the amplitude frequency acceleration spectrum 10) determined from the acceleration time histories or from averaged amplitude frequency acceleration spectrum 11) obtained by the numerical integration of acceleration time histories or recalculation of averaged amplitude frequency acceleration spectrum Place of sampling Method standard 1 Fresh concrete s 3.1 to 3.15 in situ sampling by the scoop or similar sampling device, made from a non-absorbent material not readily attacked by cement paste to moulds of steel or other non-water-absorbing rigid material STN EN 12350-1 2 Hardened concrete s 3.8 to 3.15 in situ core drilling STN EN 12504-1 3 Sprayed concrete s 3.18, 3.19 in situ core drilling STN EN 14488-1 Test department Žilina Test department Žilina Test department Žilina 12 of 12