TESTING ISO/IEC 17025:2017 STEDRANT TECHNOCLINIC … · 2020. 10. 21. · modified bitumen absolute viscosity @ 60°c is 1206 part 2 63 mechanical- buildings materials viscosity grade

STEDRANT TECHNOCLINIC PRIVATE LIMITEDhas been assessed and accredited in accordance with the standard

ISO/IEC 17025:2017''General Requirements for the Competence of Testing &

Calibration Laboratories''for its facilities at

#39/5, GOVARDHAN GARDEN, J.C. INDUSTRIAL AREA, BENGALURU, KARNATAKA, INDIA

in the field of

TESTINGCertificate Number: TC-6899

Issue Date: 14/02/2020 Valid Until: 06/02/2022

This certificate remains valid for the Scope of Accreditation as specified in the annexure subject to continuedsatisfactory compliance to the above standard & the relevant requirements of NABL.

(To see the scope of accreditation of this laboratory, you may also visit NABL website www.nabl-india.org)

Signed for and on behalf of NABL

N. VenkateswaranChief Executive Officer

STEDRANT TECHNOCLINIC PRIVATE LIMITEDhas been assessed and accredited in accordance with the standard

ISO/IEC 17025:2017''General Requirements for the Competence of Testing &

Calibration Laboratories''for its facilities at

SHED NO. F-3/A, ROAD NO.10, IDA NACHARAM, HYDERABAD, TELANGANA, INDIA

in the field of

TESTINGCertificate Number: TC-7523

Issue Date: 04/07/2020 Valid Until: 03/07/2022

This certificate remains valid for the Scope of Accreditation as specified in the annexure subject to continuedsatisfactory compliance to the above standard & the relevant requirements of NABL.

(To see the scope of accreditation of this laboratory, you may also visit NABL website www.nabl-india.org)

Name of Legal Identity : STEDRANT TECHNOCLINIC PRIVATE LIMITED

Signed for and on behalf of NABL

N. VenkateswaranChief Executive Officer

Laboratory Name : STEDRANT TECHNOCLINIC PRIVATE LIMITED, SHED NO. F-3/A, ROAD NO.10, IDANACHARAM, HYDERABAD, TELANGANA, INDIA

Accreditation Standard ISO/IEC 17025:2017Certificate Number TC-7523 Page No 1 of 14Validity 04/07/2020 to 03/07/2022 Last Amended on -

This is annexure to 'Certificate of Accreditation' and does not require any signature.

S.No Discipline / Group Materials or Productstested

Component, parameter orcharacteristic tested / Specific

Test Performed / Tests or type oftests performed

Test Method Specification againstwhich tests are performed and /or the techniques / equipment

used

Permanent Facility

1 MECHANICAL- BUILDINGSMATERIALS

AUTOCLAVEDAREATED CONCRETEBLOCKS

BLOCK DENSITY IS 6441 (PART 1)


AUTOCLAVEDAREATED CONCRETEBLOCKS

COMPRESSIVESTRENGTH IS 6441 (PART 5)

3 MECHANICAL- BUILDINGSMATERIALS BITUMEN EMULSION COAGULATION OF

EMULSION IS 8887

4 MECHANICAL- BUILDINGSMATERIALS BITUMEN EMULSION MISCIBILITY WITH WATER IS 8887

5 MECHANICAL- BUILDINGSMATERIALS BITUMEN EMULSION RESIDUE BY

EVAPORATION IS 8887

6 MECHANICAL- BUILDINGSMATERIALS BITUMEN EMULSION RESIDUE ON 600

MICRONS IS 8887

7 MECHANICAL- BUILDINGSMATERIALS BITUMINOUS MIX BINDER CONTENT ASTM D 2172: 2017

8 MECHANICAL- BUILDINGSMATERIALS BITUMINOUS MIX DENSITY ASTM D 2726

9 MECHANICAL- BUILDINGSMATERIALS BITUMINOUS MIX MARSHAL STABILITY ASTM D 6927

10 MECHANICAL- BUILDINGSMATERIALS BRICKS COMPRESSIVE

STRENGTH IS 3495 (PART 1)

11 MECHANICAL- BUILDINGSMATERIALS BRICKS EFFLORESCENCE IS 3495 (PART 3)

12 MECHANICAL- BUILDINGSMATERIALS BRICKS WATER ABSORPTION IS 3495 (PART 2)








used


BURNT CLAYHOLLOW BRICKSAND BLOCKS

COMPRESSIVESTRENGTH IS 3952 (ANNEXURE A)


BURNT CLAYHOLLOW BRICKSAND BLOCKS

WATER ABSORPTION IS 3952 (ANNEXURE B)


COARSEAGGREGATE 10 % FINES VALUE IS 2386 (PART 4)


COARSEAGGREGATE BULK DENSITY (LOOSE) IS 2386 (PART 3)


COARSEAGGREGATE BULK DENSITY (RODDED) IS 2386 (PART 3)


COARSEAGGREGATE CRUSHING VALUE IS 2386 (PART 4)


COARSEAGGREGATE ELONGATION INDEX IS 2386 (PART 1)


COARSEAGGREGATE FLAKINESS INDEX IS 2386 (PART 1)


COARSEAGGREGATE IMPACT VALUE IS 2386 (PART 4)


COARSEAGGREGATE

LOS ANGELES ABRASIONVALUE IS 2386 (PART 4)


COARSEAGGREGATE

MATERIAL FINER THAN75 MICRONS IS 2386 (PART 1)


COARSEAGGREGATE SIEVE ANALYSIS IS 2386 (PART 1)


COARSEAGGREGATE SPECIFIC GRAVITY IS 2386 (PART 3)








used


COARSEAGGREGATE WATER ABSORPTION IS 2386 (PART 3)

27 MECHANICAL- BUILDINGSMATERIALS CONCRETE BEAMS FLEXURAL STRENGTH IS 516

28 MECHANICAL- BUILDINGSMATERIALS CONCRETE CORES COMPRESSIVE

STRENGTH IS 516 PART 4

29 MECHANICAL- BUILDINGSMATERIALS CONCRETE CUBES COMPRESSIVE

STRENGTH IS 516


CONCRETECYLINDERS MODULUS OF ELASTICITY IS 516


CONCRETECYLINDERS

SPLITTING TENSILESTRENGTH IS 5816

32 MECHANICAL- BUILDINGSMATERIALS CONCRETE MIX CONSISTENCY IS 1199 PART 2

33 MECHANICAL- BUILDINGSMATERIALS FINE AGGREGATE BULK DENSITY (LOOSE) IS 2386 (PART 3)

34 MECHANICAL- BUILDINGSMATERIALS FINE AGGREGATE BULK DENSITY (RODDED) IS 2386 (PART 3)

35 MECHANICAL- BUILDINGSMATERIALS FINE AGGREGATE BULKING IS 2386 (PART 3)

36 MECHANICAL- BUILDINGSMATERIALS FINE AGGREGATE MATERIAL FINER THAN

75 MICRONS IS 2386 (PART 1)

37 MECHANICAL- BUILDINGSMATERIALS FINE AGGREGATE SIEVE ANALYSIS IS 2386 (PART 1)

38 MECHANICAL- BUILDINGSMATERIALS FINE AGGREGATE SPECIFIC GRAVITY IS 2386 (PART 3)

39 MECHANICAL- BUILDINGSMATERIALS FINE AGGREGATE WATER ABSORPTION IS 2386 (PART 3)








used


HOLLOW / SOLIDCONCRETE BLOCKS BLOCK DENSITY IS 2185 (PART 1)

Annexure E


HOLLOW / SOLIDCONCRETE BLOCKS

COMPRESSIVESTRENGTH

IS 2185 (PART 1)Annexure D


HOLLOW / SOLIDCONCRETE BLOCKS DIMENSIONAL ANALYSIS IS 2185 (PART 1)

Annexure B


HOLLOW / SOLIDCONCRETE BLOCKS WATER ABSORPTION IS 2185 (PART 1)

44 MECHANICAL- BUILDINGSMATERIALS HYDRAULIC CEMENT COMPRESSIVE

STRENGTH IS 4031 (PART 6)

45 MECHANICAL- BUILDINGSMATERIALS HYDRAULIC CEMENT CONSISTENCY IS 4031 (PART 4)

46 MECHANICAL- BUILDINGSMATERIALS HYDRAULIC CEMENT DENSITY IS 4031 (PART 11)

47 MECHANICAL- BUILDINGSMATERIALS HYDRAULIC CEMENT FINAL SETTING TIME IS 4031 (PART 5)

48 MECHANICAL- BUILDINGSMATERIALS HYDRAULIC CEMENT FINENESS (BLAINE'S

METHOD) IS 4031 (PART 2)

49 MECHANICAL- BUILDINGSMATERIALS HYDRAULIC CEMENT INITIAL SETTING TIME IS 4031 (PART 5)

50 MECHANICAL- BUILDINGSMATERIALS HYDRAULIC CEMENT SOUNDNESS (By

Autoclave method) IS 4031 (PART 3)

51 MECHANICAL- BUILDINGSMATERIALS HYDRAULIC CEMENT SOUNDNESS (By Le-

Chatelier method) IS 4031 (PART 3)

52 MECHANICAL- BUILDINGSMATERIALS PAVER BLOCKS COMPRESSIVE

STRENGTH IS 15658

53 MECHANICAL- BUILDINGSMATERIALS PAVER BLOCKS WATER ABSORPTION IS 15658








used


POZZOLANA-FLYASH, SILICA FUME,GGBS, ALCCOFINE

SPECIFIC GRAVITY IS 1727


POZZOLANA-FLYASH, GGBS

FINENESS (BLAINE'SMETHOD) IS 1727


POZZOLANA-FLYASH, SILICAFUME, ALCCOFINE,GGBS

RESIDUE ON 45 MICRONSIEVE IS 1727


SELF COMPACTINGCONCRETE MIX FLOW TEST IS 1199 PART 6


SELF COMPACTINGCONCRETE MIX V FUNNEL IS 1199 PART 6


VISCOSITY GRADEBITUMEN, CRUMBRUBBER MODIFIEDBITUMEN, POLYMERMODIFIED BITUMEN,NATURAL RUBBERMODIFIED BITUMEN

KINEMATIC VISCOSITY @135°C and 150 °C IS 1206 Part 3



LOSS ON HEATING IS 1212








used



Specific Gravity IS 1202



ABSOLUTE VISCOSITY @60°C IS 1206 PART 2



DUCTILITY IS 1208



ELASTIC RECOVERY IS 15462 ANNEX A








used



FLASH POINT IS 1209



MATTER SOLUBLE IN TCE IS 1216



PENETRATION IS 1203



SOFTENING POINT IS 1205








used

69MECHANICAL-MECHANICALPROPERTIES OF METALS

HIGH STRENGTHDEFORMED STEELBARS AND WIRESFOR CONCRETEREINFORCEMENT

0.2 % PROOF STRESS IS 1608-Part I



BEND TEST IS 1599



ELONGATION IS 1608 - Part I



MASS / METER IS 1786



RE-BEND TEST IS 1786



TENSILE STRENGTH IS 1608 - Part -1








used


STEEL TUBES ELONGATION IS 1608 (PART 1)


STEEL TUBES MASS PER METER RUN IS 1239: 2004 / IS 1161


STEEL TUBES TENSILE STRENGTH IS 1608 (PART 1)


STEEL TUBES YIELD STRESS IS 1608 (PART 1)


STRUCTURAL STEEL BEND TEST IS 1599


STRUCTURAL STEEL ELONGATION IS 1608 - Part - I


STRUCTURAL STEEL TENSILE STRENGTH IS 1608 - Part -I


STRUCTURAL STEEL WEIGHT / METER IS 808


STRUCTURAL STEEL YIELD STRESS IS 1608 - Part - I








used


Uncoated StressRelieved LowRelaxation 7-plyStrand forPrestressed concrete

0.2 % PROOF LOAD is 14268



BREAKING LOAD IS 14268



Elongation is 14268



Lay Length IS 14268



NOMINAL AREA IS 14268



UNIT WEIGHT IS 14268








used

90 MECHANICAL- SOIL ANDROCK

NATURAL BUILDINGSTONE

COMPRESSIVESTRENGTH IS 1121 (PART 1)


NATURAL BUILDINGSTONE TRUE SPECIFIC GRAVITY IS 1122


NATURAL BUILDINGSTONE WATER ABSORPTION IS 1124

93 MECHANICAL- SOIL ANDROCK ROCK DENSITY IS 13030

94 MECHANICAL- SOIL ANDROCK ROCK

UNCONFINEDCOMPRESSIVESTRENGTH

IS 9143

95 MECHANICAL- SOIL ANDROCK ROCK WATER CONTENT IS 13030


SOIL / GRANULARSUB BASE / WET MIXMACADAM

FREE SWELL INDEX IS 2720 (PART 40)



LIGHT COMPACTION(MDD) IS 2720 (PART 7)



LIGHT COMPACTION(OMC) IS 2720 (PART 7)



MOISTURE CONTENT IS 2720 (PART 2)



SPECIFIC GRAVITY IS 2720 (PART 3 /SECTION 1)








used


SOIL / GRANULARSUB BASE / WET MIXMACADAM/BLANKET

CALIFORNIA BEARINGRATIO (CBR) IS 2720 (PART 16)



GRAIN SIZE ANALYSIS IS 2720 (PART 4)



HEAVY COMPACTION(MDD) IS 2720 (PART 8)



HEAVY COMPACTION(OMC) IS 2720 (PART 8)



LIQUID LIMIT IS 2720 (PART 5)



PARTICLE SIZE ANALYSIS(By Hydrometer method) IS 2720 (PART 4)



PLASTIC LIMIT IS 2720 (PART 5)








used

Site Facility



FIELD DENSITY (By CoreCutter method) IS 2720 (PART 29)



FIELD DENSITY (By SandReplacement Method) IS 2720 (PART 28)

3NON-DESTRUCTIVE-BUILDING MATERIALS -REINFORCED CONCRETESTRUCTURES

Reinforced ConcreteStructures Carbonation BS EN 14630


Reinforced ConcreteStructures Cover Meter BS 1881 (Part 204)


Reinforced ConcreteStructures

Deflection MeasurementData (Load Test) Clause 17.6 of IS 456


Reinforced ConcreteStructures

Half-Cell PotentialDifference ASTM C 876


Reinforced ConcreteStructures Rebound Hammer IS 13311 (Part 2)








used


Reinforced ConcreteStructures Ultrasonic Pulse Velocity IS 516 (Part 5 / Sec 1)

S.No Discipline / Group Materials or Products tested Component, parameter orcharacteristic tested / SpecificTest Performed / Tests or typeof tests performed

Test MethodSpecificationagainst which testsare performed and /or the techniques /equipment used

Permanent Facility

1 CHEMICAL- BUILDINGMATERIAL

Admixture Ash Content IS 9103: 1999


Admixture Chloride Content IS 6925: 1973


Admixture Dry Material Content IS 9103: 1999


Admixture pH IS 9103: 1999


Admixture Relative Density IS 9103: 1999


Aggregate - Coarse & Fine Alkali Aggregate Reactivity -Dissolved Silica

IS 2386 (Part 7): 1963


Aggregate - Coarse & Fine Alkali Aggregate Reactivity -Reduction in Alkalinity

IS 2386 (Part 7): 1963


Aggregate - Coarse & Fine Chloride EN 1744-1: 2009


Aggregate - Coarse & Fine Light Weight Pieces (coal & lignite) IS 2386 (Part 2): 1963


Aggregate - Coarse & Fine Organic Impurities IS 2386 (Part 2): 1963


Aggregate - Coarse & Fine Soundness IS 2386 (Part 5): 1963


Aggregate - Coarse & Fine Sulphate EN 1744-1: 2009


Ceramic Tiles (Glazed) Chemical Resistance IS 13630 (Part 8): 2006


Laboratory Name STEDRANT TECHNOCLINIC PRIVATE LIMITED, #39/5, GOVARDHAN GARDEN, J.C.INDUSTRIAL AREA, BENGALURU, KARNATAKA, INDIA

Accreditation Standard ISO/IEC 17025:2017

Certificate Number TC-6899 Page No. : 1 / 33

Validity 14/02/2020 to 06/02/2022 Last Amended on -




Ceramic Tiles (Unglazed) Chemical Resistance IS 13630 (Part 7): 2006


Concrete Electrical indication of concrete'sability to resist chloride ionpenetration (Rapid ChloridePermeability Test)

ASTM C1202: 2003


Concrete Sulphate as SO3 - 10% WaterSuspension

BS 1881 (P 124) : 1988


Curing Compound Volatile and Non-Volatile Content ASTM D2369: 1968


Fly ash Alumina (Al2O3) IS 1727: 1967


Fly Ash Available Alkalies - PotassiumOxide (K2O)

IS 3812 (Part 1): 2013


Fly ash Available Alkalies - Sodium Oxide(Na2O)

IS 3812 (Part 1): 2013


Fly ash CaO Content IS 1727: 1967


Fly ash Chloride IS 4032: 1985


Fly ash Iron Oxide IS 1727: 1967


Fly ash Loss on Ignition IS 1727: 1967


Fly ash Magnesia (MgO) IS 1727: 1967


Fly ash Silica Content (SiO2) IS 1727: 1967









Fly ash SiO2 + Al2O3 + Fe2O3 IS 1727: 1967


Fly ash Sulphuric Anhydride (SO3) IS 1727: 1967


Ground Granulated Blast FurnaceSlag

Alumina (Al2O3) IS 4032: 1985



Insoluble Residue IS 4032: 1985



Iron Oxide (Fe2O3) IS 4032: 1985



Lime (CaO) IS 4032: 1985



Magnesia (MgO) IS 4032: 1985



Manganic Oixde IS 4032: 1985



Silica Content (SiO2) IS 4032: 1985



Sulphide Sulphur IS 4032: 1985


Hardened Concrete / Mortar Chloride IS 14959 (Part 2): 2001


Integral Water Proofing Compound Chloride IS 2645: 2003


Lime Alumina (Al2O3) IS 6932 (Part 1): 1973









Lime CaO Content IS 6932 (Part 1): 1973


Lime Insoluble Residue IS 6932 (Part 1): 1973


Lime Iron Oxide (Fe2O3) IS 6932 (Part 1): 1973


Lime Loss on Ignition IS 6932 (Part 1): 1973


Lime MgO Content IS 6932 (Part 1): 1973


Lime Silica Content (SiO2) IS 6932 (Part 1): 1973


OPC 33, 43, 53 Grade and SRC Alkalies - Potassium Oxide (K2O) IS 4032: 1985


OPC 33, 43, 53 Grade and SRC Alkalies - Sodium Oxide (Na2O) IS 4032: 1985


OPC 33, 43, 53 Grade and SRC CaO Content IS 4032: 1985


OPC 33, 43, 53 Grade and SRC Chloride IS 4032: 1985


OPC 33, 43, 53 Grade and SRC Combined Oxides - Al2O3 IS 4032: 1985


OPC 33, 43, 53 Grade and SRC Combined Oxides - Fe2O3 IS 4032: 1985


OPC 33, 43, 53 Grade and SRC Insoluble Residue IS 4032: 1985









OPC 33, 43, 53 Grade and SRC Loss on Ignition IS 4032: 1985


OPC 33, 43, 53 Grade and SRC Magnesia (MgO) IS 4032: 1985


OPC 33, 43, 53 Grade and SRC Silica Content as Sio2 IS 4032: 1985


OPC 33, 43, 53 Grade and SRC Sulphuric Anhydride (SO3) IS 4032: 1985


PPC Chloride IS 4032: 1985


PPC Insoluble Residue IS 4032: 1985


PPC Loss on Ignition IS 4032: 1985


PPC Magnesia (MgO) IS 4032: 1985


PPC Sulphuric Anhydride (SO3) IS 4032: 1985


PSC Chloride IS 4032: 1985


PSC Insoluble Residue IS 4032: 1985


PSC Loss on Ignition IS 4032: 1985


PSC Magnesia (MgO) IS 4032: 1985









PSC Sulphide Sulphur IS 4032: 1985


PSC Sulphuric Anhydride (SO3) IS 4032: 1985


Silica Fume Alkalies - Potassium Oxide (K2O) IS 1727: 1967


Silica Fume Alkalies - Sodium Oxide (Na2O) IS 1727: 1967


Silica Fume Loss on Ignition IS 1727: 1967


Silica Fume Moisture Content IS 1727: 1967


Silica Fume Silica Content IS 1727: 1967


Ultrafine Ground Granulated BlastFurnace Slag

Alumina (Al2O3) IS 4032: 1985



Insoluble Residue IS 4032: 1985



Iron Oxide (Fe2O3) IS 4032: 1985



Lime (CaO) IS 4032: 1985



Magesia (MgO) IS 4032: 1985



Manganic Oxide IS 4032: 1985










Silica Content (SiO2) IS 4032: 1985



Sulphide Sulphur IS 4032: 1985

81 CHEMICAL- METALS& ALLOYS

Ferrous Materials Base - Low AlloySteel

Carbon IS 8811: 1998 RA 2018



Chromium IS 8811: 1998 RA 2018



Copper IS 8811: 1998 RA 2018



Manganese IS 8811: 1998 RA 2018



Molybdenum IS 8811: 1998 RA 2018



Nickel IS 8811: 1998 RA 2018



Phosphorus IS 8811: 1998 RA 2018



Silicon IS 8811: 1998 RA 2018



Sulphur IS 8811: 1998 RA 2018


Ferrous Materials Base - Low AlloySteel.

Aluminium IS 8811: 1998 RA 2018

91 CHEMICAL- SOIL ANDROCK

Soil Organic Matter IS 2720 (Part 22): 1972









Soil pH Value IS 2720 (Part 26): 1987RA 2017


Soil Total Soluble Sulphate IS 2720 (Part 27)Precipitation Method:1977-RA1995

94 CHEMICAL- WATER Water Chloride Content as Cl IS 3025 (Part 32): 1988

95 CHEMICAL- WATER Water Inorganic Solids (Fixed Residue) IS 3025 (Part 18): 1984

96 CHEMICAL- WATER Water Organic Solids (Volatile Residue) IS 3025 (Part 18): 1984

97 CHEMICAL- WATER Water pH Value IS 3025 (Part 11): 1983

98 CHEMICAL- WATER Water Sulphate Content as SO3 IS 3025 (Part24)Gravimetric Method:1986 RA 2019

99 CHEMICAL- WATER Water Total Suspended Solids IS 3025 (Part 17): 1984RA 2017

100 CHEMICAL- WATER Water Volume of 0.02 N H2SO4 toneutralize 100 ml of sample(Alkalinity)

IS 3025 Part 23: 1986-RA 2003

101 CHEMICAL- WATER Water Volume of 0.02 N NaOH toneutralize 100 ml of sample (Acidity)

IS 3025 Part 22: 1986RA-2003

102 MECHANICAL-BUILDINGSMATERIALS

AAC Blocks Dimension - Length IS 2185 (Part 3): 1984


AAC Blocks Dimension - Thickness IS 2185 (Part 3): 1984


AAC Blocks Dimension - Width IS 2185 (Part 3): 1984









Acid Resistance Tiles Resistance to wear IS 4457: 2007


Acid Resistance Tiles Water Absorption IS 4457: 2007


Aggregate - Coarse Clay Lumps IS 2386 (Part 2): 1963


Aggregate - Coarse Moisture Content 2386 (Part 3): 1963


Aggregate - Fine Moisture Content 2386 (Part 3): 1963


Aggregate Coarse 10% Fines value IS 2386 (Part 4): 1963


Aggregate Coarse Agg. Crushing value IS 2386 (Part 4): 1963


Aggregate Coarse Agg. Impact value IS 2386 (Part 4): 1963


Aggregate Coarse Bulk Density (Loose & Rodded) IS 2386 (Part 3): 1963









Aggregate Coarse Elongation Index IS 2386 (Part 1): 1963


Aggregate Coarse Flakiness Index IS 2386 (Part 1): 1963


Aggregate Coarse Los Angeles Abrasion value IS 2386 (Part 4): 1963


Aggregate Coarse Particle finer than 75 micron IS 2386 (Part 2): 1963


Aggregate Coarse Sieve Analysis IS 2386 (Part 1): 1963


Aggregate Coarse Specific gravity IS 2386 (Part 3): 1963


Aggregate Coarse water Absorption IS 2386 (Part 3): 1963


Aggregate Fine Bulk Density (Loose & Rodded) IS 2386 (Part 3): 1963


Aggregate Fine Bulking- IS 2386 (Part 3): 1963









Aggregate Fine Clay Lumps IS 2386 (Part 2): 1963


Aggregate Fine Particle Finer than 75 micron IS 2386 (Part 2): 1963


Aggregate Fine Sieve Analysis IS 2386 (Part 1): 1963


Aggregate Fine Specific Gravity IS 2386 (Part 3): 1963


Aggregate Fine Water Absorption IS 2386 (Part 3): 1963


Beams Flexural Strength IS 516: 1959


Bonding Epoxy Colour FIP/9/2 (March) : 1978


Bonding Epoxy Curing Rate by CompressiveStrength

FIP/9/2 (March): 1978


Bonding Epoxy Deferred Modulus in Compression FIP/9/2 (March): 1978









Bonding Epoxy Heat Resistance FIP/9/2 (March): 1978


Bonding Epoxy Instantaneous Modulus InCompression

FIP/9/2 (March): 1978


Bonding Epoxy Open Time FIP/9/2 (March) : 1978


Bonding Epoxy Pot Life FIP/9/2 (March): 1978


Bonding Epoxy Shrinkage FIP/9/2 (March): 1978


Bonding Epoxy Slant Shear Test FIP/9/2 (March) : 1978


Bonding Epoxy Solubility FIP/9/2 (March) : 1978


Bonding Epoxy Squeezability FIP/9/2 (March): 1978


BOnding Epoxy Tensile Bending FIP/9/2 (March): 1978









Bonding Epoxy Thixotropy FIP/9/2 (March) : 1978


Bonding Epoxy Water Absorption FIP/9/2 (March): 1978


Building Bricks Compressive Strength IS 3495 (Part 1): 1992


Building Bricks Dimension - Length IS 3495: 1992


Building Bricks Dimension - Thickness IS 3495: 1992


Building Bricks Dimension - Width IS 3495: 1992


Building Bricks Efflorescence IS 3495 (Part 3): 1992


Building Bricks Water Absorption IS 3495 (Part 2): 1992


Burnt Clay Hollow Bricks Dimension - Height IS 3952: 2013









Burnt Clay Hollow Bricks Dimension - Length IS 3952: 2013


Burnt Clay Hollow Bricks Dimension - Width IS 3952: 2013


Burnt Clay Hollow Bricks Efflorescence IS 3952: 2013


Burnt Clay hollow bricks and blocksfor wall and Partitions

Compressive Strength IS 3952 (Annexure A):2013


Burnt Clay hollow bricks and blocksfor wall and Partitions

Water absorption IS 3952 (Annexure B):2013


Cement Concrete Flooring Tiles(Mosaic Tiles )

Wet Transverse Strength IS 1237: 2012


Cement Concrete Flooring Tiles(Mosaic Tiles)

Resistance to Wear (Abrasion) IS 1237: 2012


Cement Concrete Flooring Tiles(Mosaic Tiles)

Water Absorption IS 1237: 2012


cement Grout Cement ASTM C942-: 1999









Cementitious Grout Compressive Strength BS 1881 (Part 116):1983


Cementitious Grout Flexural Strength ASTM C78: 1994


Cementitious Grout Length Change of Hardened sample ASTM C157: 1999


Cementitious Grout Tensile Strength ASTM C307: 1999


Ceramic Tiles Breaking Strength IS 13630 (Part 6): 2006


Ceramic Tiles Bulk Density IS 13630 (Part 2): 2006


Ceramic Tiles Centre Curvature IS 13630 (Part 1): 2006


Ceramic Tiles Crazing Test IS 13630 (Part 9): 2006


Ceramic Tiles Dimension - Length IS 13630 (Part 1): 2006









Ceramic Tiles Dimension - Thickness IS 13630 (Part 1): 2006


Ceramic Tiles Dimension - Width IS 13630 (Part 1): 2006


Ceramic Tiles Edge Curvature IS 13630 (Part 1): 2006


Ceramic Tiles Flexural Strength IS 13630 (Part 6) :2006


Ceramic Tiles Hardness by Moh's Scale IS 13630 (Part 13):2006


Ceramic Tiles Rectangularity IS 13630 (Part 1): 2006


Ceramic Tiles Straightness IS 13630 (Part 1): 2006


Ceramic Tiles Surface Quality IS 13630 (Part 1): 2006


Ceramic Tiles Warpage (Up to 300 mm x 300 mm) IS 13630 (Part 1): 2006









Ceramic Tiles Water Absorption IS 13630 (Part 2): 2006


Concrete Water Absorption BS I881 (Part 122):1983


Concrete Admixture Air Content IS 1199: 1959


Concrete Admixture Bleeding IS 9103: 1999


Concrete Admixture Compressive Strength IS 516: 1959


Concrete Admixture Flexural Strength IS 516: 1959


Concrete Admixture Length Change IS 1199: 1959


Concrete Admixture Setting time IS 8142: 1976


Concrete Admixture Water Content IS 9103: 1999









Concrete Admixture Workability (slump) IS 1199 : 1959


Concrete Cube Accelerated Curing Test IS 9013: 1978


Concrete Cube/Core Compressive Strength IS 516: 1959


Concrete Cylinders/Cubes Splitting Tensile Strength IS 5816: 1999


Concrete Cylinders/Cubes Water Permebility DIN 1048 (Part 5):1991


Curing Compound Curing Efficiency BS 7542: 1992


Curing Compound Reflectance ASTM C 309- 98 a:1998


Flyash Lime Reactivity IS 1727: 1967


Flyash, Silica Fume Comparative Compressive Strength IS 1727: 1967









Flyash, Silica Fume Fineness by Blaine's Method IS 1727: 1967


Flyash, Silica Fume Lime Reactivity IS 1727: 1967


Flyash, Silica Fume Residue on 45 micron Sieve IS 1727 : 1967


Flyash, Silica Fume Soundness (by autoclave) IS 1727: 1967


Flyash, Silica Fume Specific Gravity IS 1727: 1967



Fineness IS 4031 (Part 2): 1999



Slag Activity Index IS 16714: 2018


Hydraulic Cement Compressive Strength IS 4031 (Part 6) : 1988


Hydraulic Cement Consistency IS 4031 (Part 4): 1988









Hydraulic Cement Density IS 4031 (Part 11) :1988


Hydraulic Cement Drying Shrinkage IS 4031 (Part 10): 1988


Hydraulic Cement Final Setting Time IS 4031 (Part 5): 1988


Hydraulic Cement Fineness (Blaine's Method) IS 4031 (Part 2) : 1999


Hydraulic Cement Fineness by dry sieving IS 4031 (Part 1): 1996


Hydraulic Cement Initial Setting Time Is 4031 (Part 5): 1988


Hydraulic Cement Soundness (By Auto Clave) Is 4031 (Part 3) : 1988


Hydraulic Cement Soundness (Le- Chatelier's Methos) IS 4031 (Part 3) : 1988


Integral Cement Water ProofingCompound

Compressive Strength IS 2645: 2003










Permeability Test IS 2645 : 2003



Setting Time IS 2645: 2003


Masonry Units - Hollow / SolidConcrete Blocks

Dimension - Length IS 2185 (Part 1): 2005



Dimension - Thickness IS 2185 (Part 1): 2005



Dimension - Width IS 2185 (Part 1): 2005


Masonry Units- Hollow/SolidConcrete Blocks

Block Density IS 2185 (Part 1): 2005



Drying Shrinkage IS 2185 (Part 1) : 2005



Moisture Movement IS 2185 (Part 1) : 2005



Water absorption IS 2185 (Part 1): 2005









Masonry Units-Autoclaved AeratedConcrete Blocks

Block Density IS 6441 (Part 1) : 1973



Compressive Strength IS 6441 (Part 5) : 1973



Drying Shrinkage IS 6441 (Part 2) : 1973


Masonry Units-Hallow/SolidConcrete Bricks

Compressive Strength IS 2185 (Part 1): 2005


Paver Block Compressive Strength IS 15658: 2006


Paver Blocks Abrasion Strength IS 15658: 2006


Paver Blocks Flexural Strength IS 15658: 2006


Paver Blocks Split Tensile Strength IS 15658: 2006


Paver Blocks Thickness of Wearing Layer IS 15658: 2006









Paver Blocks Water Absorption IS 15658: 2006



Slag Activity Index IS 16715: 2018

233 MECHANICAL-MECHANICALPROPERTIES OFMETALS

Coating On Aluminum Coating Thickness IS 6012: 1992


Coupler Tensile Strength IS 16172: 2014


High Strength Deformed Steel Barsand Wires for ConcreteReinforcement

0.2 % Proof Stress IS 1608: 2005


High Strength Deformed Steel BarsAnd Wires For ConcreteReinforcement

Bend Test IS 1599: 2012



Elongation IS 1608: 2005



Mean Projected area of the Rib IS 1786: 2008









High Strength Deformed Steel BarsAnd Wires For ConcreteReinforcement

Re Bend Test 1786: 2008



Tensile Strength IS 1608: 2005


High Strength Deformed Steel Barsand Wires For ConcreteReinforcement

Weight/Meter IS 1786: 2008


Hot Rolled Medium & High TensileStructural Steel / Hollow SteelSections

Bend Test IS 1599: 2012






Tensile Strength IS 1608: 2005



Yield Stress IS 1608: 2005









Hot Rolled Medium & High TensileStructural Steel/ Hollow SteelSections

Weight/ Meter IS 808- 1989,IS 1730-1989,IS 1732 - 1989,IS4923-2017: 2017


Steel Tubes Elongation IS 1608: 2005


Steel Tubes Flattening IS 2328: 2005


Steel Tubes Mass Per Meter Run IS 1161-2014/IS 1239(Part 1): 2004


Steel Tubes Tensile Strength IS 1608: 2005


Steel Tubes Yield Stress IS 1608: 2005


Uncoated Stress-Relieved LowRelaxation Seven-Ply Strand ForPrestressed Concrete

0.2 % Proof Load IS 14268: 2017










Breaking Load IS 14268: 2017






Lay Length IS 14268: 2017



Nominal Area IS 14268: 2017



Unit Weight IS 14268: 2017


Zinc Coated Ferrous Item Coating Mass IS 6745: 1972


Zinc Coated Ferrous Item Coating Thickness IS 3203 : 1982

260 MECHANICAL- SOILAND ROCK

Marble Hardness by Moh's scale IS 13630 (Part 13):1993









Marble Moisture absorption IS 1124: 1974


Marble Specific gravity IS 1122: 1974


Natural Building Stone Apparent Specific Gravity IS 1124: 1974


Natural Building Stone Compressive Strength IS 1121 (Part 1): 2013


Natural Building Stone Compressive Strength IS 1121 (Part 1): 1974


Natural Building Stone Flexural Strength ASTM C880: 1998


Natural building stone Hardness by moh's scale IS 13630 (Part 13):2006


Natural Building Stone Modulus of Rupture ASTM C99: 2009


Natural Building stone Moisture absorption IS 1124 : 1974


Natural Building Stone Porosity IS 1124: 1974


Natural building stone True specific gravity IS 1122: 1974


Rock Point load index IS 8764-1998(RA2014): 1998


Rock Uni-axial compressive strength IS 9143-1979(RA2016): 1979









Soil CBR IS 2720 (Part 16)(RA2016): 1987


Soil Consolidation IS 2720 (Part 15)(RA2016): 1986


Soil Direct Shear IS 2720 (Part 13) (RA2016): 1986


Soil Free swell index IS 2720 (Part 40)(RA2016): 1977


Soil Grain Size analysis IS 2720 (Part 4)(RA2015): 1985


Soil Heavy compaction IS 2720 (Part 8)(RA2015): 1983


Soil Light Compaction IS 2720 (Part 7)(RA2016): 1980


Soil Liquid Limit IS 2720 (Part 5)(RA2015): 1985


Soil Particle size analysis by Hydrometermethod

IS 2720 (Part 4)(RA2015): 1985


Soil Plastic limit IS 2720 (Part 5)(RA2015): 1985


Soil Shrinkage limit IS 2720 (Part 6)(RA2016): 1985


Soil Specific Gravity IS 2720 (Part 3/Sec1)(RA 2016): 1980


Soil Swelling Pressure IS 2720 (Part 41)(RA2016): 1977









Soil Tri-axial shear with pore pressure IS 2720 (Part 12)(RA2016): 1981


Soil Tri-axial shear without porepressure

IS 2720 (Part 11)(RA2016): 1993


Soil Unconfined Compressive strength IS 2720 (Part 10)(RA2015): 1991


Soil Unconfined Compressive strength IS 2720 (Part 10): 1991


Soil water content 2720 (Part 2)(RA2015): 1973

292 MECHANICAL- WOODAND WOODPRODUCTS

Door Shutter Buckling Resistance IS 4020 (Part 9): 1998


Door Shutter Edge Loading IS 4020 (Part 7): 1998


Door Shutter End Immersion Test IS 4020 (Part 13): 1998


Door Shutter Flexural Test IS 4020 (Part 6): 1998


Door Shutter Glue Adhesion Test IS 4020 (Part 15): 1998


Door Shutter Knife Test IS 4020 (Part 14): 1998









Door Shutter Misuse Test IS 4020 (Part 11): 1998


Door Shutter Screw Withdrawl Test IS 4020 (Part 16): 1998


Door Shutter Shock Resistance IS 4020 (Part 8): 1998


Door Shutter Slamming IS 4020 (Part 10): 1998


Door Shutters General Flatness IS 4020 (Part 3): 1998


Door Shutters Impact Indentation IS 4020 (Part 5): 1998


Door Shutters Length IS 4020 (Part 2): 1998


Door Shutters Local Planeness IS 4020 (Part 4): 1998


Door Shutters Squareness IS 4020 (Part 2): 1998









Door Shutters Thickness IS 4020 (Part 2): 1998


Door Shutters Width IS 4020 (Part 2): 1998


Particle Board Density IS 2380 (Part 3): 1977


Particle Board Moisture Content IS 2380 (Part 3): 1977


Particle Board Swelling in water IS 2380 (Part 17): 1977


Particle Board Water Absorption IS 2380 (Part 16): 1977


Plywood Adhesion of Plies IS 1734 (Part 5): 1983


Plywood Density IS 1734 (Part 1): 1983


Plywood Glue Shear Strength IS 1734 (Part 4): 1983









Plywood Impact Resistance on surface IS 1734 : Part 18,clause 3: 1983


Plywood Moisture Content IS 1734 (Part 1): 1983


Plywood Resistance to Dry Heat IS 1734 (Part 2): 1983


Plywood Screw Withdrawl Test IS 1734 (Part 9): 1983


Plywood Static Bending Strength IS 1734: 1983


Plywood Tensile Strength IS 1734 (Part 9): 1983


Plywood Water Resistance IS 1734 (Part 6): 1983


Wood Moisture Content IS 11215: 1991








Site Facility


Soil Field density (by core cuttermethod)

IS 2720 (Part 29): 1975


Soil Field density (by sand replacementmethod)

IS 2720 (Part 28): 1974








Permanent Facility

1 NON-DESTRUCTIVE-BUILDINGMATERIALS -REINFORCEDCONCRETESTRUCTURES

Reinforced Concrete Structure Carbonation Test BS EN 14630: 2006


Reinforced Concrete Structure Cover Meter Test BS 1881 (Part 204):1988


Reinforced Concrete Structure Crack width measurement inreinforcement concrete

IS 456: 2000


Reinforced Concrete Structure Half Cell Potential Difference Test ASTM C876-2015:1991


Reinforced Concrete Structure Rebound Hammer Test IS 13311-Part 2: 1992


Laboratory Name STEDRANT TECHNOCLINIC PRIVATE LIMITED, SUNVAK PRIDE, #95, MODELHOUSE STREET, BASAVANAGUDI, BENGALURU, KARNATAKA, INDIA






6 NON-DESTRUCTIVE-METALS & ALLOYS

Metals & Alloys Liquid Penetrant Test (Visible) IS 3658: 1999, R2010


Metals & Alloys Ultrasonic Thickness Test IS 15435: 2003








Site Facility


Pole Test Displacement/Deflection Studies IS 2905: 1989


Reinforced Concrete Ultrasonic Pulse Velocity IS 13311 (Part 1) and516( part 5/sec 1) :.2018: 1992 ,2018


Reinforced Concrete Structure Carbonation Test BS EN 14630: 2006


Reinforced Concrete Structure Cover Meter Test BS 1881 (Part 204):1988


Reinforced Concrete Structure Crack width measurement inreinforcement concrete

IS 456: 2000









Reinforced Concrete Structure Deflection Concrete Structure IS 456: 2000


Reinforced Concrete Structure Half Cell Potential Difference Test ASTM C876-2015:1991


Reinforced Concrete Structure Rebound Hammer Test IS 13311-Part 2: 1992


Metals & Alloys Liquid Penetrant Test (Visible) IS 3658: 1999, R2010


Metals & Alloys Ultrasonic Thickness Test IS 15435: 2003






Documents

TESTING ISO/IEC 17025:2017 STEDRANT TECHNOCLINIC … · 2020. 10. 21. · modified bitumen absolute viscosity @ 60°c is 1206 part 2 63 mechanical- buildings materials viscosity grade