complete civil testing

Laboratory : Material Testing House (India) Limited, Visakhapatnam

Field : Mechanical Testing

Group : Building Materials, Steel, Rubber, Tiles & Miscellaneous of 12

Sl.No Product/ Specific Test Test Method specification Range of Testing/Material of Performed against which tests are Limits of Operation/Test performed Limits of Detection

1 Brick including Clay i) Compressive Strength IS : 3495 – 1992 (Pt-1) 2.5 to 2000 KNAnd Fly ash Bricks ii) Water Absorption IS : 3495 – 1992 (Pt-2) 1.0 to 50 %IS: 1077-1092 iii) Efflorescence IS : 3495 – 1992 (Pt-3) Nil to severeReaff: 2002 iv) Warpage IS : 3495 – 1992 (Pt-4) 1 to 10mmIS: 5779-1986 v) Dimensions IS : 1077 Cl 6,2,1 1992 25 to 300mmReaff 2002IS: 13757-1993 Reaff 2002

2 Acid Resistance i) Water Absorption IS : 4860 - 1968 0.1 to 50 %Bricks ii) Compressive strength IS : 4860 - 1968 2.5 to 2000 KN

3 Concrete Blocks i) Water Absorption IS : 2185 – 1979 (Pt-1) 1 to 50 %Hollow/Solid ii) Compressive Strength IS : 2185 – 1979 (Pt-1) 2.5 to 2000 KN

iii) Bulk Density IS : 2185 – 1979 (Pt-1) 1000 to 2200 kg/m3

4 Cement Concrete i) Flatness IS : 1237 – 1980 0.01 to 10 mm/ plain cement ii) Perpendicularity IS : 1237 – 1980 0.01 to 10 mm/ Terrazzo iii) Straightness IS : 1237 – 1980 0.01 to 10 mmTiles iv) Dimensions IS : 1237 – 1980 25 to 600mm

v) Water Absorption IS : 1237 – 1980 0.5 to 50%vi)Wet transverse strength IS : 1237 – 1980 0.5 to 100KNvii) Abrasion test IS : 1237 – 1980 0.01 to 5 mm

5 Cement Concrete i) Flatness IS: 13801-1993 0.01 to 10 mm/ plain cement ii) Perpendicularity IS: 13801-1993 0.01 to 10 mm/ Terrazzo iii) Straightness IS: 13801-1993 0 .01to 10 mmChequered Tiles iv) Dimensions IS: 13801-1993 25 to 600mm

v) Water Absorption IS: 13801-1993 1 to 50%vi)Wet transverse strength IS: 13801-1993 0.5 to 100KN

6 PCC cable covers i) Impact Strength IS : 5820 – 1970 Visual @ 4.5kg impact ii) Transverse strength IS : 5820 – 1970 0.5 to 100KNiii) Dimensions IS : 5820 – 1970 0.5 to 600mm

7 Cement Concrete i) Compressive strength IS : 516 – 1959 2.5 to 2000 KNCubes/ Cylinders ii) Splitting tensile strength IS : 5816 – 1999 2.5 to 2000 KN

8 Cement Concrete ii) Flexural strength IS : 516 – 1959 0.5 to 100 KNbeams

9 Concrete Mix Proportioning

i) Design Mix of concrete IS : 10262- 2009 M15, M20, M25, M30, M35,

IS : 456-2000 M40, M45, M50, M60

10 Cement Concrete Non – Destructive testi) Rebound Hammer IS: 13311 (part 2)-1992 M10 to M70

ii) Ultrasonic pulse velocity IS: 13311 (part 1)-1992 M10 to M70

11 Cement Concrete i) Core cutting and IS: 516Testing





12 Granite i) Density IS: 13030 – 1991 2 to 3 gram/ccii) Specific gravity IS: 1122 – 1974 Min 0.01 iii) Water Absorption IS: 1124 – 1974 1 to 50%iv) Compressive strength IS: 1121 (Pt-1) 2.5 to 2000 KN

13 Marble i) Moisture Absorption IS: 1124 – 1974 1 to 50 %IS : 1130 –1969 ii) Specific gravity IS: 1122 – 1974 1 to 3Reaff 2003 iii) Compressive strength IS: 1121 (Pt-1) 2.5 to 2000 KN

14 Coarse Aggregate i) Sieve analysis IS: 2386 (Pt-1) 45 to 63 mm IS:383 –1970Reaff2002 ii) Bulk density IS: 2386 (Pt-3) 1.8 to 7.9 gram/cc

iii) Specific gravity IS : 2386 (Pt-3) 1.8 to 7.9iv) Water Absorption IS : 2386 (Pt-3) 0.1 to 50%v) Impact Value IS : 2386 (Pt-4) 1 to 50%vi) Crushing Value IS : 2386 (Pt-4) 1 to 50%vii) Elongation index IS : 2386 (Pt-1) 6.3 mm to 63mmviii) Flakiness Index IS : 2386 (Pt-1) 6.3 mm to 63mmix) Voids IS : 2386 (Pt-3) 0.1 to 30% x) Moisture content IS : 2386 (Pt-3) 0.l to 20%xi) Loss Angeles Abrasion IS : 2386 (Pt-4) 1 to 50%xii) 10 % Fines value IS : 2386 (Pt-4) Upto 500 KN

15 Fine Aggregate i) Sieve analysis IS : 2386 (Pt-1) 150 to 10 mm IS:383 –1970 ii) Bulk Density IS : 2386 (Pt-3) 1 to 3.5 gram/ccReaff2002 iii) Specific gravity IS : 2386 (Pt-3) 1 to 3.5

iv) Moisture content IS : 2386 (Pt-3) 0.1 to 50 %v)Particle finer than 75m IS:383 –1970 0.1 to 50 %

16 Rock / Stone i) Water Absorption IS : 1124 – 1974 1 to 50%IS : 7779-1997 (Pt-5) ii) Specific gravity IS : 1122 – 1974 1 to 3.5Section –3 Reaff 2001 iii) Compressive strength IS : 1121 –1974 (Pt-1) 2.5 to 2000 KN(sample submitted by iv) Split Tensile strength IS: 1121-1974 (Pt-3) 0.5 to500 KNCustomer as per IS) v) Transverse strength IS: 1121-1974 (Pt-2) 0.5 to500 KN

vi) Brazilian (Tensile strength

IS: 10082 -1981 0.5 to500 KN

vii) Point load strength index

IS: 8764 – 1998 0.5 to500 KN

viii)Bulk Density IS:2386(Pt-3)1963 1.5 to 3.5 Grams/ccix)Porosity IS : 1124 – 1974 0.1 to 10%x)Slake Durability IS: 10050 – 1981 xi) Durability IS: 1126 – 1974 0.01 to 10%





17 Glazed Tiles i) Water Absorption IS : 13630 – 1992 (Pt-2) 1 to 30 %ii) Modulus of rupture (Flexural Strength)

IS : 13630 – 1993 (Pt-6) 0.5 to 100K N

Ceramic Tiles iii) Resistance of IS : 13630 – 1992 (Pt-5) Visual IS : 13711 –1993 Thermal shockIS : 13755 – 1993 iv) Dimensions IS : 13630 – 1993 (Pt-1) 1 to 600mm IS : 13756 – 1993 v)Crazing resistance IS : 13630 – 1992 (Pt-9)

vi)Surface abrasion IS : 13630 – 1992 (Pt-11) Scratches Visual Glazed tiles Visualvii) Mohs hardness IS : 13630 – 1992 (Pt-13) Visual

18 Bentonite (Soil) i) Density IS : 6186 - 1986 Reaff 2003 0.1 to 2.5 gram/ccIS:6186-1986 ii) Marsh Funnel viscosity ASTM D 6910 – 03 Upto 90 secondsIS:12446 –1988 iii) Free swell IS : 2720 – 1977 (Pt-40) 2002 1 to 50

iv) Moisture content IS : 6186 - 1986 Reaff 2003 1 to 30%v) Fineness IS:12446 –1988 Reaff 2003 1 to 100%vi) Liquid Limit IS : 2720 (part 5) –1985 RA 2001 Upto 500%vii) Silt content IS: 6186 : 1986 RA 2003 Cl. A – 9 0.1 to 10%viii) pH Value IS: 6186 : 1986 RA 2003 Cl. A – 3 Upto 12

19 CementIS : 269-89 i) Specific gravity IS : 4031-1988 (Pt-11) Reaff 2000 2 to 3. 5IS : 455-89 ii) Consistency IS : 4031-1988 (Pt-4) Reaff 2000 10 to 50%IS :1489-91 iii) Initial setting IS : 4031-1988 (Pt-5) Reaff 2000 30 to 400 MinutesIS :8042-89 iv) Final setting IS : 4031-1988 (Pt-5) Reaff 2000 30 to 600 MinutesIS :8112-89 v) Fineness/Blain Air IS : 4031- 1999 (Pt-2) Reaff 2004 100 to 400 m2/KgIS:12269-87 vi) Soundness IS : 4031-1988 (Pt-3) Reaff 2000 0.1 to 150 mmIS:12330-88 (Le-Chatelier /Autoclave) 0.001 to 1.0%

Vii) Compressive strength IS : 4031-1988 (Pt-6) Reaff 2000 2.5 to 2000 KN

20 Fly Ash i) Fineness/Blain Air IS: 1727 –1967 RA 2001 100 to 800 m2/kgii) Soundness IS : 1727-1967 RA 2001 0.1 to 150 mm(Le-Chatelier /Autoclave) 0.001 to 1.0% iii) Consistency IS: 1727 –1967 RA 2001 10 to 50%iv) Initial setting IS : 1727-1967 RA 2001 30 to 400 Minutesv) Final setting IS: 1727 –1967 RA 2001 30 to 600 Minutesvii)Lime Reactivity IS: 1727 –1967 RA 2001 2.5 to 2000KNVii) Compressive strength IS: 1727 –1967 RA 2001 2.5 to 2000 KNviii) Drying shrinkage IS: 1727 –1967 RA 2001 0.001 to 1.0% ix) Specific Gravity IS: 1727 –1967 RA 2001 2 to 3. 5

21 Ground granulated i) Fineness/Blain Air IS : 4031-1988 (Pt-2) Reaff 2000 100 to 800 m2/KgBlast Furnace Slag ii) Soundness IS : 4031-1988 (Pt-3) Reaff 2000 0.1 to 150 mmGGBS (Le-Chatelier /Autoclave) IS : 4031-1988 (Pt-5) Reaff 2000 0.001 to 1.0% BS: 6699-1992 iv) Initial setting IS : 4031-1988 (Pt-5) Reaff 2000 30 to 400 Minutes

v) Final setting IS : 4031- 1999 (Pt-5) Reaff 2004 30 to 600 MinutesVii) Compressive strength IS : 4031-1988 (Pt-6) Reaff 2000 2.5 to 2000 KNix) Specific Gravity IS : 4031-1988 (Pt-11) Reaff 2000 2 to 3. 5x) Moisture content Upto 1%





22 High Strength i) Ultimate Tensile stress IS : 1608 – 2005 0.1 to 60 TDeformed Bars ii) 0.2% proof stress IS : 1608 – 2005 0.1 to 60 TIS: 1786-1985 Reaff 2004 iii) Elongation IS : 1608 – 2005 0.5 to 50%

iv) Weight per meter &dia IS: 1786-1985 Reaff 2004 1gm to 15 Kg & 0.5 to 50 mm

v) Bend IS : 1599 – 1985 Reaff 1996 Visualvi) Rebend IS: 1786-1985 Reaff 2004 Visualvi) Rockwell hardness IS : 1586 –2000 50 to 100 HRC/HRBvii) Brinell hardness IS : 1500 –1983 Reaff 1996 100 to 350 HBS

23 Galvanized iron i) Thickness of Zinc IS : 1573 –1980 Reaff 1991 100 to 1200 micronsArticles coating IS : 4826 – 1979 Reaff 2001i) Barbed wire ii) Breaking Load IS : 1608 – 2005 50 to 250 Kgii) Zinc coated sheet/ iii) Diameter of wire IS : 278 – 1978 Reaff 2001 0.1 to 5 mmCorrugated sheet iv) Thickness of sheet IS : 280 – 1978 Reaff 2001 0.1 to 3 mmiii) General purpose v) Tensile strength IS : 1608 – 2005 0.1 to 60 TGI coated strips , flats vi) Transverse strength IS : 277 – 1978 Reaff 2003 0.5 to 100 KNRods and wires.IS : 278-1978 IS : 280 –1978 Reaff 2001IS : 277-1978 Reaff 2003

24 Soils i)Grain size analysis IS : 2720 (Pt-4) – 1985 Reaff 2001a) Sieve analysis Clause 3 63mm - 4.75 mmb) Sieve analysis Clause 4 4.75mm - 75 c) pipette method/ hydro Clause 5.1 75 - 2meterii) Moisture content IS : 2720 (Pt-2) – 1973 Reaff 2002 0.1 to 50%iii) Specific gravity IS : 2720 (Pt-3.1) – 1980 Reaff 2002 1 to 2.5iv) Sand content in soils IS : 2720 (Pt-3.2) – 1985 Reaff 2001 1 to 50% v) Atterberg Limita) Liquid Limit IS : 2720 (Pt-5) – 1985 Reaff 2001 1 to 80%b) Plastic Limit IS : 2720 (Pt-5) – 1985 Reaff 2001 1 to 50% c) Shrinkage limit IS : 2720 (Pt-6) – 1985 Reaff 2001 1 to 50%vi)Heavy compaction IS : 2720 (Pt-8) – 1983 Reaff 2001 1 to 2.8 grams/ccvii) Light compaction IS : 2720 (Pt-7) – 1980 Reaff 2002 1 to 2.5 grams/ccviii)California bearing IS : 2720 (Pt-16) – 1987 Reaff 2002 1 to 100%ratio

ix) Free swell IS:2720(Pt-40) - 1977 Reaff 2002 0.1 to 50 x) Density by sand IS : 2720 (Pt-28)-1974 Reaff 2001Replacement method 0.5 to 100%xi) Density by core cutter IS : 2720 (Pt-29)-1975 Reaff 2001method. 0 .5 to 100%xii) Safe bearing capacity IS : 6403 – 1981 RA. 2002 Upto 45 Ton/Sq.mof soils based on shear IS : 2720 Part 12 – 1981 RA.2002parametersxiii)Soil Investigation --- -------SPT Tests





25 Aluminium Extrusions i) Thickness of Anodizing IS : 5523 – 1983 Reaff 1999 1 to 1200 micronsIS : 733-1983 Coating IS : 737 –1986 ii) Dimensions IS : 3965 – 1981 Reaff 2001 1 to 500mmReaff 2001 iii) Sectional weight IS : 3965 – 1981 Reaff 2001 0.001 to 15 kg.IS : 738 – 1994 Reaff 1999IS:736-1986Reaff 2001IS:739-1992Reaff 2001

26 Bitumen i) Marshal stability ASTM – D 5581 – 1996 Paving mixes a) Stability (Reapproved 2001) 0.1 to 25 KNAs per Ministry of b) Flow 0 .01to 2.5 mmRoad Transport & ii) Extraction ASTM – D 2172 – 01e1 1 to 10%Highways/ Indian (Reapproved 2002)Roads Congress iii) Stripping value IS : 6241 – 1971 Reaff 2003 Visual

27 Bitumen i) Penetration IS : 1203 –1978 Reaff 1990 Upto 400 (1/10th of mm)i) Paving Bitumen ASTM – D 5 – 05 (straight grades) ii) Ductility IS : 1208-1978 Reaff. 1999IS : 73 – 2006 iii) Specific gravity IS : 1202 – 1978 Reaff 1990 0.5 to 1.5

iv) Softening point IS : 1205 – 1978 Reaff 1988 250c to 1250cii) Industrial Bitumen ASTM – D 36 – 1995(blown grades) (Reapproved 2000)IS : 702 – 1988 Reaff 1999

28 Paving Blocks i) Split tensile strength BS : 6717 –2001/ IS:15658-2006 0.5 to 100 KNii) Compressive Strength BS : 6717 : 1986/ IS:15658-2006 2.5 to 2000KNiii)Water Absorption BS : 6717 : 1986/ IS:15658-2006 1 to 20%





29 Modified Bitumen i) Penetration IS : 1203 –1978 Reaff 1990 Upto 400 (1/10th of mm)Membrane/ Felt ASTM D : 5 – 05 IS : 702 – 1988 ii) Softening point IS : 1205 – 1978 Reaff 1988 250c to 1500cReaff 1999 ASTM – D 36 – 1995ASTM – D 6380-03 (Reapproved 2000)IS : 1322 –1993 iii) Pliability IS : 13826 (Pt-2) –1993 Reaff 2003 1 to 20 mmReaff 2003 ASTM – D 146 –04 IS : 3384 – 1986 Reaff 2000 iv) Tensile Strength IS : 13826 (Pt-2) – 1993 Reaff 2003 0.5 to 250 KgfGlass Fiber Felt ASTM D : 412 – 98 aIS: 7193-1994Reaff 2003 (Reapproved 2002)

v) Elongation IS : 13826 (Pt-1) – 1993 Reaff 2003 1 to 500%ASTM D : 412 – 98 a(Reapproved 2002)

vi) Heat resistance IS : 13826 (Pt-5) – 1994 Reaff 2003 1 to 1500c(Loss on heat) ASTM D: 146 - 04vii) Water Absorption IS : 13826 (Pt-6) – 1993 Reaff 2003 0.1 to 20%

ASTM D : 412 – 98 a(Reapproved 2002)

viii) Weight per square ASTM – D 146 –04 para 9 1gm to 15KgMetre

30 Polyethylene films i) Thickness of film IS:2508-1984 Reaff 2003 1 to 1200 micronsIS:2508-1984 Reaff 2003 ii) Density IS:2508-1984 Reaff 2003 1.75 to 2.5 gm/ccPolyethylene films for iii) Elongation IS: 1969-1985 Reaff 1999 1 to 500 %Water proofing roofs iv) Tensile Strength IS: 1969-1985 Reaff 1999 0.1 to 250 KgfIS: 7290-1979 Reaff 2001

HDPE films IS:10889-2004 HDPE / PP WovenSacks with papersIS:11651-1986 Reaff 2002

Woven sacks packing HDPE / PPIS:11652-2000

31 Timber /wood i) Moisture content IS : 11215 – 1991 Reaff 2000 1 to 50%

IS : 287 – 1993 (Hot Air Oven Method)Reaff 2003 ii) Specific gravity IS : 401 – 2001 iii) Density Reaff 2002

32 Plywood general i) Density & Moisture IS: 1734 (part1)-1983 Reaff 2003 1.8 to 2.8 & 0 to 20%

Purpose. ii) Tensile strength IS: 1734 (part9)-1983 Reaff 2003 0.1 to 60T

IS:303-1989Reaff 2003 iii) Compressive strength IS: 1734 (part10)-1983 Reaff 2003 2.5 to 2000KN

Shuttering. iv) Impact resistance IS: 1734 (part18)-1983 Reaff 2003 1 to 5Kgf

IS:4990-1993Reaff 2003





33 Ply wood / Pre-laminated particle board

i) Density IS : 2380 (part 3) :1977 RA 2003

IS : 12823 : 1990 ii) Moisture IS : 2380 (part 3) :1977 RA 2003IS : 303 - 1989 iii) water Absorption IS : 2380 (part 16) :1977 RA 2003

iv) Swelling IS : 2380 (part 17) :1977 RA 2003v) Tensile IS : 2380 (part 6) :1977 RA 2003vi) Resistance to steam IS : 12823 : 1990vii) Cigerette burn IS : 12823 : 1990viii) Crack IS : 12823 : 1990ix) Falling Hammer IS : 2380 (part 10): 1977 RA 2003Impact

34 Wooden door shutter i) Dimensions IS: 4020 (Pt-2) – 1998 Reaff 2003 25 to 2500 mmPaneled/flush/ ii) Square ness IS: 4020 (Pt-2) – 1998 Reaff 2003 0.5 to 25 mm Glazed / Gauzed iii) Thickness IS: 4020 (Pt-2) – 1998 Reaff 2003 0.01 to 50 mmSkeleton shutter iv) Local Plane ness IS: 4020 (Pt-4) – 1998 Reaff 2003 0.01 to25 mmPVC door shutters. v) General flatness IS: 4020 (Pt-3) – 1998 Reaff 2003 0.01 to 25 mmIS: 1003 (Pt-1) – 2003 vii) Impact indentation IS: 4020 (Pt-5) – 1998 Reaff 2003 0.01 to 4 mmIS: 1003 (Pt-2)- 1994 Reaff 2000 viii) Flexure IS: 4020 (Pt-6) – 1998 Reaff 2003 0.5 to 100 KNIS: 2202 – 1999 ix) Edge Loading IS: 4020 (Pt-7) – 1998 Reaff 2003 0.01 to 25 mm @ 100 KgReaff 2004 x) Shock resistance IS: 4020 (Pt-8) – 1998 Reaff 2003 VisualIS : 2202 – 1983 xi) Buckling resistance IS: 4020 (Pt-9) – 1998 Reaff 2003 0.5 to 100 mmReaff 2001 xii) Slamming IS: 4020 (Pt-10) – 1998 Reaff 2003 Visual

xiii) Misuse IS: 4020 (Pt-11) – 1998 Reaff 2003 Visualxiv) End Immersion IS: 4020 (Pt-13) – 1998 Reaff 2003 Visualxv) Knife Test IS: 4020 (Pt-14) – 1998 Reaff 2003xvi) Glue Adhesion Test

IS: 4020 (Pt-15) – 1998 Reaff 2003

35 Rubber Fenders/ i) Tensile Strength IS: 3400 (Pt-1) –1983 Reaff 2003 0.1 to 60 TRubber / Rubber Tiles ii) Hardness – Shore

‘A’IS: 3400 (Pt-2) - 2003 1 to 100

IS : 13848 – 1993 iii) Water Absorption IS: 809 – 1992 Reaff 2001 0.1 to 20%Reaff 2000 iv) Dimensions IS: 809 – 1992 Reaff 2001 1 to 2500mmIS : 809 – 1992 v) Density IS: 3400(pt-9)-1977 Reaff 2003 Upto 2.5 gram/ccReaff 2001

36 Tarpaulin i) Breaking Load IS: 1969 – 1985 Reaff 1999 0.1 to 250 KgfIS: 7407( Pt 1 to 3)- ii) Mass IS: 7407(Pt 1 to 3)-1980 Reaff 2001 100 to 500 grams/m2

1980 Reaff 2001 IS: 2089-1977 Reaff 2001





37 Foam IS : 7933 – 1975 i) Density IS: 7888 – 1976 Reaff 2003 0.1 to 60 Kg/cu.mReaff 2000IS : 8255 – 1976 Reaff 2000

38 Paper i) Density IS: 1060 (Pt-1) – 1966 Reaff 1992 1 to 100 Kg/cu.m.ii) Thickness IS: 1060 (Pt-1) – 1966 Reaff 1992 1 to 1200 micronsiii) Specific gravity IS: 1060 (Pt-1) – 1966 Reaff 1992 1 to 2.5 gram/cc.

39 Burnt Clay roof Tiles i) Water Absorption IS : 3952-1988 Reaff 2000 1 to 50%IS:654-1992Reaff 2002 IS: 654-1992 Reaff 2002 1 to 50%Burnt Clay Hallow ii) Breaking Load IS: 654-1992 Reaff 2002 0.5 to 100KNBricks iii) Crushing strength IS: 3952-1988 Reaff 2000 2.5 to 2000KNIS:3952-1988Reaff 2000 iv) Compressive strength IS: 3367-1993 Reaff 2003 2.5 to 2000KNBurnt Clay Tiles for v) Flexural Strength IS: 3367-1993 Reaff 2003 0.5 to 100KNCanal Lining and Drainage IS:3367-1993Reaff 2003

40 Textiles i) Breaking load IS: 1969-1985 Reaff1999 0.1-250 Kgf.ii) Elongation IS: 1670-1991 Reaff2002 1 to 500 %

41 Builders Hardware i) Dimensional requirements IS: 204 (part 2)-1992 Reaff 2001 p6 1 to 900 mm i) Aluminium/Brass ii) Finish IS: 204 (part 2)-1992 Reaff 2001 p7 Upto grade AC 20Barrel tower/ skeleton Bolts

ii) Aluminium/CI/ MS i) Dimensional requirements IS: 208-1996 Reaff 2001 P6 1 to 200 mmDoor handles ii) Finish IS: 204 -1996 Reaff 2001 P7 Upto grade AC 20

iii) Aluminium alloy/ i) Dimensional requirements IS: 363-1993 Reaff 2003 P5 1 to 175 mmMS/ Brass hasp & ii) Manufacturing defects IS: 363-1993 Reaff 2003 P6 As per codeStaples of safety type iii) Finish IS: 363-1993 Reaff 2003 P7 Upto grade AC 20





iv) Aluminium/Alloy/ i) Dimensional requirements IS: 362-1991 Reaff 2000 P5 1 to 200 mmMS/Brass parliament ii) Manufacturing defects IS: 362-1991 Reaff 2000 P6 As per code Hinges. iii) Finish IS: 362-1991 Reaff 2000 P7 Upto AC 20

v) MS and hard drawn i) Dimensional requirements IS: 207-1964 Reaff 2001 P6 1 to 200 mmBrass hooks & eyes & ii) Manufacturing defects IS: 207-1964 Reaff 2001 P5 As per codecast brass hooks & iii) Finish IS: 207-1964 Reaff 2001 P7 As per codePlates

vi) Aluminium i) Dimensional requirements IS: 2681-1993 Reaff 2003 Pg.6 1 to 450 mmalloy/brass sliding door ii) Manufacturing defects IS: 2681-1993 Reaff 2003 Pg.7 As per codebolts iii) Finish IS: 2681-1993 Reaff 2003 Pg.8 Upto grade AC 20

vii) Aluminium i) Dimensional requirements IS: 364-1993 Reaff 2003 Pg.5 1 to 80 mmalloy/MS/cast Brass ii) Manufacturing defects IS: 364-1993 Reaff 2003 Pg.6 As per codefanlight catches. iii) Finish IS: 364-1993 Reaff 2003 Pg.7 Upto 1200 micron

viii) Drawer/cupboard / i) Dimensions IS: 729-1979 Reaff 2001 1 to 75 mmBox locks. ii) Finish IS: 729-1979 Reaff 2001 Upto grade AC 25

iii) Smooth working IS: 729-1979 Reaff 2001 As per code

ix) Aluminium i) Dimensional requirements IS: 205-1992 Reaff 2001 1 to 150 mmalloy/Steel/Brass butt hinges

ii) Dimensional requirements

IS: 1341-1992 Reaff 2001 1 to 200 mm

iii) Finish IS : 1868 – 1982 Reaff Upto grade AC 20

x) Aluminium i) Dimensional requirements IS: 1823-1980 Reaff 2001 1 to 150 mmFloor door stoppers. ii) Finish IS: 1823-1980 Reaff 2001 Upto grade AC 20

xi) Continuous piano i) Dimensional requirements IS: 3818-1992 Reaff 2001 1 to 50 mmHinges ii) Finish IS: 3818-1992 Reaff 2001 Upto grade AC 20

42 PVC insulated Cables a) Tests on conductorUpto and including i) annealing test (for copper) IS: 10810-1984 (part 1) Reaff 2001 1 to 50 %1100 V ii) Tensile test ( for IS: 10810-1984 (part 2) Reaff 2001 0.1 to 250 kgf.IS: 694-1990 Reaff aluminium)2000 iii) Wrapping test (for IS: 10810-1984 (part 3) Reaff 2001 Physical observation IS: 8130 –1984 aluminium)Reaff 2001 b) Test for overall IS: 10810-1984 (part 6) Reaff 2001 1 to 25 mmIS: 5831-1984 dimensions and thickness 1 to 100 mm2

Reaff 2001 of insulation and sheathc) Physical tests for Insulation and sheathi) Tensile strength & IS: 10810-1984 (part 7) Reaff 2001 0.1 to 250 kgfelongation break 1 to 200 %ii) Loss of mass test IS: 10810-1984 (part 10) Reaff 2001 As per codeiii) Thermal stability IS : 5831 – 1984 Reaff 2001 20 to 2500C





iii) Ageing in air oven IS: 10810-1984 (part 11) Reaff 2001a) Treatment IS: 10810-1984 (part 11) Reaff 2001 0.1 250 kgfb) Elongation IS: 10810-1984 (part 11) Reaff 2001 0 to 200 %c) Loss of mass IS: 10810-1984 (part 10) Reaff 2001 20 to 2000 C iv) Shrinkage test IS: 10810-1984 (part 12) Reaff 2001 0.1 to 10%

43 PVC insulated (heavy a) Tests on conductor duty) electric cables i) cross section area of IS: 1554 (part 1) –1988 Reaff 2000 01 to 1000 mm2

Upto 11KV conductor IS: 1554(part1)-1988 i) annealing test (for copper) IS: 10810-1984 (part 1) Reaff 2001 1 to 50 %Reaff 2000 ii) Tensile test ( for IS: 10810-1984 (part 2) Reaff 2001 0.1 to 250 kgfIS: 1554 (part 2) –1988 aluminium) & Upto 600 KNReaff 2000 iii) Wrapping test (for IS: 10810-1984 (part 3) Reaff 2001 Physical observationIS: 5831-1984 aluminium)Reaff 2001 b) Test for thickness of IS: 10810-1984 (part 6) Reaff 2001 0.1 to 50 mmIS: 8130-1984 Insulation & sheath Reaff 2001 c) Physical tests for

Insulation and sheathi) Tensile strength & IS: 10810-1984 (part 7) Reaff 2001 0.1 to 250 kgf & 0 to

600KNelongation break 1 to 200 % ii) Ageing in air oven IS: 10810-1984 (part 11) Reaff 2001a) Treatment IS: 10810-1984 (part 11) Reaff 2001 0.1 to 250 kgfb) Elongation IS: 10810-1984 (part 11) Reaff 2001 1 to 200 %c) Loss of mass IS: 10810-1984 (part 10) Reaff 2001 20 to 2000 C iii) Shrinkage test IS: 10810-1984 (part 12) Reaff 2001 0.1 to 10%iv) Loss of mass in air oven IS: 10810-1984 (part 10) Reaff 2001 As per code v) Water absorption IS: 10810-1984 (part 33) Reaff 2001 0.1 to 50%vi) Heat shock test IS: 10810-1984 (part 14) Reaff 2001 Physical observation

44 AC Sheets i) Dimensions IS : 459 – 1992 RA 2004 500 to 3000 mmCorrugated & Non ii) Breaking load IS : 5913 – 2003 100KNCorrugated iii) Impermeability IS : 5913 – 2003 Vusual observation

iv) Density IS : 5913 – 2003

45 Clay Roofing Tile i) Dimensions IS : 654 – 1992 RA 2002ii) Breaking load IS : 654 – 1992 RA 2002 Upto 2000N

46 Clay Ridge tiles iii) Dimensions IS: 1464 – 1992 RA 2002Iv Breaking load IS: 1464 – 1992 RA 2002 Upto 2000N

47 Clay terracing tiles i) War page IS : 2690 (part 1) 1993 RA 2002ii) Water absorption IS : 2690 (part 1) 1993 RA 2002iii) Flexural strength IS : 2690 (part 1) 1993 RA 2002

48 SWG Pipes i) Dimensions IS : 651 – 1992 RA 2003ii) Crushing strength IS : 651 – 1992 RA 2003 1000 KN/miii) Water absorption IS : 651 – 1992 RA 2003 5 to 50%iv) Acid resistance IS : 651 – 1992 RA 2003 0 to 5%v) Alkali Resistance IS : 651 – 1992 RA 2003 visual




49 Granite Slabs i) Water Absorption IS: 1124:1974 1 to 10%Marble ii) Hardness (Schmidt) IS: 12608:1989 ---IS:14223(Part1)1995/ iii) Compressive Strength IS:1121(part-1):1974 1 to 2000KNIS:1130:1969 iv) Scratch Resistance IS:13630(part-13):1993 2 to 10

(Mohs Hardness)

50 Timber i) Moisture Content IS: 1708(Pt.1):1986 0.1 to 100%ii) Specific gravity IS: 1708(Pt-2):1986 ---iii)Static Bending IS:1708(Pt-5):1986 1 to 600KNiii)Static Bending IS:1708(Pt-6):1986Two Points loadiv)Hardness under IS:1708(Pt-10):1986 Static Indentationv)Shear Strength IS:1708(Pt-11):1986 0.1 to 600KN Parallel to Grainvi)Tensile Strength IS:1708(Pt-12):1986 0.1 to 600KNParallel to Grainvii)Shear Strength IS:1708(Pt-13):1986 0.1 to 600KNPerpendicular to Grainviii) Nail holding Strength IS:1708(Pt-15):1986 0.1 to 600KN

51. NDT of Concrete i) Probable Compressive IS : 13311(part 2) : 1992 Reaf - 1999 1 to 100 MPaRebound Hammer Strength

52. Concrete Cores (Cylidrical)

i) Core Cutting (with Mechanized core cutting Machine) and testing of Compressive Strength

IS:516, IS:456 & SP-24 40 to 150mm

a)70mm Dia up to 150mm b)90mm Dia upto 150mmc)115mm Dia upto 150mmd)150mm Dia upto 150mm

53. NDT of Concrete i) Thickness & Depth of Membrane

IS : 13311(part 1) : 1992 Reaf - 1999

Ultra Pulse a)500mm to 1000mmVelocity(UPV) b)1001mm to up to 1500

mmRebound Strength

54 Soil Investigating i) Soil Classification IS 2131:1981By Rotary Drilling ii)Specific Gravities IS: 1892-1979

iii)SPT IS : 9640-1980iv)SBC IS:2720v)Soil Consolidation vi) densityvii) sieve analysisviii) Plasticity Indexix) NMCx)Traixial Shearxi)Direct Shearxii)Permeabilityxiii)Rock Properties




47. Ply Wood & i) Density & Moisture Content

IS: 1732(Pt.1):1983

Pre laminated Board ii) Resistance Dry Heat IS: 1732(Pt.2):1983 iii)Glue shear Strength IS:1732(Pt-4):1983

IS:12893 iii)Adhesion to file IS:1732(Pt-5):1983 iv)Water Resistance IS:1732(Pt-6):1983 v)PH Value IS:1732(Pt-8):1983 vi)Tensile Strength IS:1732(Pt-9):1983 vii)Compressive Strength IS:1732(Pt-10):1983 viii) Static Bending Strength IS:1732(Pt-11):1983 ix)Long Time Loading Test IS:1732(Pt-17):1983 x)Impact Resistant Test IS:1732(Pt-16):1983 xi) Nail & Screw holding IS:1708(Pt-15):1986 Strength

48. NDT of Concrete i) Probable Compressive IS : 13311(part 2) : 1992 Reaf - 1999Rebound Hammer Strength

49. Concrete Cores (Cylidrical)

i) Core Cutting (with Mechanized core cutting Machine) and testing of Compressive Strength

IS:516, IS:456 & SP-24

a)70mm Dia up to 150mm b)90mm Dia upto 150mmc)115mm Dia upto 150mmd)150mm Dia upto 150mm

50. NDT of Concrete i) Thickness & Depth of Membrane

IS : 13311(part 1) : 1992 Reaf - 1999

Ultra Pulse a)500mm to 1000mmVelocity(UPV) b)1001mm to up to 1500 mm

Rebound Strength

51. Wet Mix Macadam i) Grading IS: 2386 (Pt-1) Reaff 2002IRC-Specification ii)Heavy Compaction IS : 2720 (Pt-8) – 1983 Reaff 2001Table400-11 iii)Impact Value IS: 2386 (Pt-4) Reaff 2002

iv) Loss Angeles Abrasion IS: 2386 (Pt-4) Reaff 2002v)Flakiness & Elongation Indices IS: 2386 (Pt-1) Reaff 2002

52. Granular Sub-Base i) Grading IS: 2386 (Pt-1) Reaff 2002/IRC-Specification ii) Grain size analysis IS : 2720 (Pt-4) – 1985 Reaff 2001Table400-01 & 400-02 iii)Heavy Compaction IS : 2720 (Pt-8) – 1983 Reaff 2001

v) Atterberg Limita) Liquid Limit IS : 2720 (Pt-5) – 1985 Reaff 2001b) Plastic Limit IS : 2720 (Pt-5) – 1985 Reaff 2001

complete civil testing

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