Geotech Services, X-18, MIDC, Hingna, Nagpur, Maharashtra. Discipline Mechanical Testing Issue Date

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Russell Franklin
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1 Last Amended on Page 1 of 14 I. BUILDING MATERIALS 1. Soil / Rock Plate Load Test IS (Reaffirmed-2007) Cyclic Plate Load Test IS Clause 6 (Reaffirmed-2010) Load Test On In-Situ Footing IS (Reaffirmed-2007) Standard Penetration Test IS (Reaffirmed-2007) Dynamic Cone Penetration Test IS 4968 (Part 1) 1976 (Reaffirmed-2007) Modulus Of Subgrade Reaction IS (Reaffirmed-2007) Field CBR Test IS 2720 (Part 31)1990 (Reaffirmed-2010) On Plate size 30 cm, 45 cm, 60 cm 5 to 1000 kn 3.5 to 140 Kpa On Plate size 30 cm, 45 cm, 60 cm 5 to 1000 kn 3.5 to 140 Kpa 50 to 4000 kn 1 to 50 blows Using 50 mm Cone. 0.5 to 10 m in overburden 1 to 35 blows for 100 mm 0.02 to 0.2 Mpa/mm On all types of soils 1 to 100 %

2 Last Amended on Page 2 of 14 In Situ Density By Core Cutter IS 2720 (Part 29) 1975 (Reaffirmed-2010) Soil 4.75 mm and below By Sand Replacement IS 2720 (Part 28) 1974 (Reaffirmed-2010) On any type Of Soil other than bouldery By Water Replacement IS 2720 (Part 33) 1971 (Reaffirmed-2010) On Bouldery soil 15 to 25 kn/cu.m Geophysical Investigation (By electrical resistivity method) IS Clause to Ωm 2. Cast-In-Situ RCC Concrete Piles In Situ Pile Load Test by Maintained Load Method Compression IS 2911 (Part 4) 1985 (Reaffirmed-2010) Clause to 3000 kn Loading Pull Out Clause 8 Cyclic Loading Method Clause WBM / Bituminous Surface Benkelman Beam Test IRC: to 25 mm 4. Rock Anchors / Foundation Bolts Pull-out test IS (Reaffirmed-2006) 5 to 2000 kn

3 Last Amended on Page 3 of Soil /Flyash Natural Moisture Content IS 2720 (Part 2) to 100 % Specific Gravity IS 2720 (Part 3/ Sec 1) to 4 Specific Gravity IS 2720 (Part 3/ Sec 2) to 4 Grain Size Analysis Sieve Analysis Sieve Analysis Pipette method Hydrometer Analysis IS 2720 (Part 4) 1985 Clause 3 Clause 4 Clause 5.1 Clause mm to 4.75 mm 4.75 mm to 75 µ 75 µ to 2 µ Liquid & Plastic Limits IS 2720 (Part 5) to 300 % Shrinkage Limit IS 2720 (Part 6) to 30 % Light Compaction Test IS 2720 (Part 7) 1980 Moisture : 0.1 to 50 % Density : 0.8 to 4 gm/cc Heavy Compaction Test IS 2720 (Part 8) 1983 Moisture : 0.1 to 50 % Density : 1 to 4 gm/cc Unconfined Compression Test IS 2720 (Part 10) to 2 Mpa

4 Last Amended on Page 4 of 14 Triaxial Shear Test by Unconsolidated undrained method without measurement of pore water pressure IS 2720 (Part 11) 1993 On Specimen size : 38 mm, 50 mm, 75 mm, 100 mm Cell Pressure : 0.01 to 1 Mpa Pore pressure Measurement : 0 to 0.2 Mpa Triaxial Shear Test by Consolidated Drained Method with measurement of pore water pressure Direct Shear Test Unconsolidated undrained Consolidated Drained IS 2720 (Part 12) 1981 IS 2720 (Part 13) 1986 Clause 5.1 Clause 5.2 On Specimen size: 38 mm, 50 mm, 75 mm, 100 mm Cell Pressure : 0 to 1 Mpa Pore pressure Measurement : 0 to 0.2 Mpa Vertical stress : to 0.3 Mpa Shearing stress : 0 to 2500 N Strain : 25 mm Consolidation Test IS 2720 (Part 15) to 1 Mpa Laboratory California Bearing Ratio Test IS 2720 (Part 16) to 100 %

5 Last Amended on Page 5 of Soil Permeability Test Constant Head Test Falling Head Test IS 2720 (Part 17) 1986 Clause 5 Clause to cm/s 10-3 to cm/s Free Swell Index IS 2720 (Part 40) to 300 % Swell Pressure Test IS 2720 (Part 41) to 0.78 Mpa 7. Rock / Building Stone Unconfined Compression test IS to 800 Mpa (NX size) Point Load Test IS to 100 kn Slake Durability Test IS to 100 % Split Tensile Test by Brazillian Method IS to 500 Mpa Rock Hardness IS to 9 Permeability Test IS to 2.8 Mpa Oblique Shear Test Applied Method 1 to 200 Mpa Triaxial Shear Test on rock specimen IS C : 0.5 to 10 Mpa : 1 to 60 Water absorption IS to 25 % Specific Gravity IS to 4 Wet/Dry Density IS to 5 gm/cc

6 Last Amended on Page 6 of 14 Porosity IS to 0.1 (Dimensionless Ratio) 8. Aggregate (Coarse/Fine) Sieve Analysis IS 2386 (Part 1) to 4.75mm 4.75 to 125 mm Silt/Clay Content IS 2386 (Part 1) to 10 % Water absorption and Specific Gravity IS 2386 (Part 3) 1963 Water Abs.: 0.1 to 25% Specific Gravity : 2 to 4 Bulking of Fine aggregate IS 2386 (Part 3) to 60 % 9. Aggregate (Coarse) Flakiness Index IS 2386 (Part 1) to 70 % Elongation Index IS 2386 (Part 1) to 70 % Crushing Value IS 2386 (Part 4) to 50 % Impact Value IS 2386 (Part 4) to 50 % Los Angeles Abrasion IS 2386 (Part 4) to 60 % 10% fine value IS 2386 (Part 4) to 250 kn Bulk Density & Voids IS 2386 (Part 3) 1963 Density : 1 to 4 gm/cc Striping value IS NA Observatory Test

7 Last Amended on Page 7 of 14 Soundness by Sodium Sulphate & Magnesium Sulphate IS 2386 (Part 5) to 18 % 10. Bitumen (Paving /Industrial/ Modified) Penetration Value IS to 50 mm Ductility Test IS to 100 cm Softening Point IS to 100 C Specific Gravity IS to 1.2 (Dimensionless) Penetration Test after Thin Film Oven Test Ductility Test after Thin Film Oven Test Flash & Fire point by Cleveland Open Cup IS IS IS IS IS 1448 (Part 69) to 50 mm 10 to 1000 mm 175 to 400 C 11. Bituminous Mix Marshall Stability Based on MS2 of Asphalt Institute Handbook Bitumen content IRC : SP 11 Appendix C 1 to 25 kn load 1 to 25 mm flow 0.1 to 15 %

8 Last Amended on Page 8 of Cement OPC-33, 43, 53 grade Slag Cement- PPC cement Fineness by sieving IS 4031 (Part 1) to 20 % Fineness by Blaine s air permeability Soundness - By Le-Chattelier Method By Autoclave Method IS 4031 (Part 2) 1999 IS 4031 (Part 3) to 700 m 2 /kg 0.1 to 10 mm 0.01 to 1 % Normal Consistency IS 4031 (Part 4) to 40 % Setting Time Initial IS 4031 (Part 5) 1988 Clause to 300 min Final Clause to 500 min Compressive Strength of Hydraulic cement Compressive strength of Masonry Cement IS 4031 (Part 6) 2013 IS 4031 (Part 7) to 80 Mpa Drying Shrinkage IS 4031 (Part 10) to 5 % Density IS 4031 (Part 11) to 3.3

9 Last Amended on Page 9 of Flyash (Conforming to IS 3182 (Part 1) 2003 and IS 3182 (Part 2) 2003 Fineness by sieving IS to 75 % Specific Surface IS to 700 m 2 /kg Soundness - By Le Chattelier Method By Autoclave Method IS to to 5 % Consistency IS to 40 % Setting Time Initial IS to 300 min Final IS to 600 min Compressive Strength IS to 80 Mpa Drying Shrinkage IS to 5 % Specific Gravity IS to 3.3 (dimensionless ratio) 14. Concrete Slump Test IS to 200 mm Compaction Factor IS to 1 (dimensionless ratio) Compressive Strength IS to 88 Mpa Flexural Strength IS to 10 MPa

10 Last Amended on Page 10 of 14 Hollow & Solid Concrete Block Water Absorption IS 2185 (Part 1) 1979 IS 2185 (Part 2) to 50 % Hollow & Solid Concrete Block Compressive Strength IS 2185 (Part 1) 2005 IS 2185 (Part 2) to 35 Mpa 15. Burnt Clay Bricks / Flyash Bricks / Flyash Lime Bricks Compressive Strength IS to 50 Mpa Water Absorption IS to 50 % Efflorescence IS Qualitative Dimension IS IS to 5000 mm 16. Concrete Flooring Tiles Water Absorption IS to 25 % Wet Transverse Strength IS to 5 Mpa Resistance to wear IS to 10 mm 17. Glazed / Ceramic Tiles Water Absorption IS (Part 2) to 25 % Crazing Resistance IS (Part 9) 2006 Qualitative 18. Ceramic Tiles Modulus of rupture IS (Part 6) to 5 Mpa Scratch Hardness according to IS (Part 13) to 9 MOHS 19. Glazed Tiles Chemical Resistance IS (Part 8) 1993 Qualitative

11 Last Amended on Page 11 of Ceramic Unglazed Vitreous Acid Resisting Tiles Water Absorption IS to 5 % Flexural Strength IS to 75 Mpa Resistance to Acid IS to 5 % Abrasion Resistance IS to 200 mm Reinforcement Mild Steel & medium Tensile bars and hard drawn steel wires for concrete reinforcement and HSD bars / Structural Steel Ultimate Tensile Strength IS to 800 N/mm 2 Yield / 0.2 % Stress IS to 600 N/mm 2 % Elongation IS to 50% Nominal unit weights of steel reinforcement IS Reaffirmed to 500 N/meter Bend Test IS On 6 to 32 mm bars 18 mm to 192mm Mandrel Diameter 22. Reinft. / Steel Re-Bend Test IS On 6 to 32 mm bars 30 mm to 224 mm Mandrel Diameter 23. Integral Water Proofing compound Setting Time IS 4031 (Part 5) to 700 min Compressive strength IS 4031 (Part 6) to 80 Mpa

12 Last Amended on Page 12 of Concrete Paving Blocks Compressive Strength IS : to 75 Mpa Water Absorption IS : to 25 % Resistance to wear IS : to 200 mm Timber Moisture Content IS 1708 (Part 1) to 25 % Specific Gravity IS 1708 (Part 2) to Door Shutters Knife Test IS 4020 (Part 14) 1998 Qualitative Glue Adhesion test IS 4020 (Part 15) 1998 Qualitative End Immersion test IS 4020 (Part 13) 1998 Qualitative Dimension and Squareness test IS 4020 (Part 2) to 3000 mm General Flatness IS 4020 (Part 3) to 10 mm Local Planeness IS 4020 (Part 4) to 10 mm Impact Indentation IS 4020 (Part 5) to 5 mm Flexure Test IS 4020 (Part 6) to 100 mm Edge Loading Test IS 4020 (Part 7) to 25 mm Shock Resistance Test IS 4020 (Part 8) 1998 Qualitative Buckling Resistance Test IS 4020 (Part 9) to 100 mm

13 Last Amended on Page 13 of Particle Board Water Absorption IS 2380(Part 16) 1977 Swelling due to thickness IS 2380 (Part 17) 1977 Modulus of Rupture IS 2380 (Part 4) 1977 Density IS 2380 (Part 3) 1977 Moisture Content IS 2380 (Part 3) 1977 Resistance to steam IS Reaffirmed 2005 IS Crack resistance IS Reaffirmed to 50 % 1 to 20 % 0.5 to 25 Mpa 4 to 12 kn/cu.m. (400 to 1200 kg/cu.m.) 1 to 30 % Qualitative Qualitative 28. Granite / Marble & Stone Specific Gravity IS Water Absorption IS Hardness by Mho s scale IS (Part-13) 1993 Reaffirmed to to 10 % 1 to 9

14 Last Amended on Page 14 of Chequered Tiles Water Absorption IS 13801:1998 Reaffirmed 2006 Wet Transverse Strength IS 13801:1998 Reaffirmed 2006 Resistance to wear IS 13801:1998 Reaffirmed to 25 % 0.50 to 10 Mpa 0.10 to 5 mm 30. Bitumen Kinematic Viscosity IS 1206 (Part 3) 200 to 600 centistoke Absolute Viscosity IS 1206 (Part 2) 600 to 4000 poise -X-X-X-X-X-X-X-X-X-X-X-X-X-X-

Discipline Mechanical Testing Issue Date Certificate Number T-2522 Valid Until Last Amended on - Page 1 of 13

Discipline Mechanical Testing Issue Date Certificate Number T-2522 Valid Until Last Amended on - Page 1 of 13 Bureau Veritas (India) Pvt. Ltd. - Construction Services, Last Amended on - Page 1 of 13 I. MECHANICAL PROPERTIES OF MATERIALS 1. Steel Reinforcement Weight/meter IS 1786: 2008 (RA 2013) 0.1 kg to 20 kg