SCOPE OF ACCREDITATION - Hitech Concrete … SCOPE.pdf · SCOPE OF ACCREDITATION Laboratory Hitech...
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"fiB Department of Science & Technology. India
SCOPE OF ACCREDITATION Laboratory Hitech Concrete Solutions Chennai Private Limited, # 64, Galaxy Road,
Ponniyamman Nagar, Ayanambakkam, Chennai
Accreditation Standard ISO/IEC 17025: 2005
Discipline Mechanical Testing Issue Date 15.04.2013
Certificate Number T-2515 Valid Until 14.04.2015
Last Amended on Page 1 of 4
S.No. Product I Specific Test Performed Test Method Specification Range of Testing I Material of Test against which tests are Limits of Detection
performed
1. AGGREGATE (Coarse/Fine)
2. AGGREGATE (Coarse)
3. AGGREGATE (Coarse)
Sieve Analysis (Coarse)
Sieve Analysis (Fine)
Silt/Clay Content
Water absorption (Coarse)
Water absorption (Fine)
Specific Gravity (Coarse)
Specific Gravity (Fine)
Bulking of Fine aggregate
Flakiness Index
Elongation Index
Crushing Value
Impact Value
IS :2386 (Part I) - 1963 Reaffirmed - 2007
IS:2386 ((Part I) - 1963 Reaffirmed - 2007
IS :2386 (Part I) - 1963 Reaffirmed - 2007
IS:2386 (Part 3) - 1963 Reaffirmed - 2007
IS:2386 (Part 3) - 1963 Reaffirmed - 2007
IS:2386 (Part 3) - 1963 Reaffirmed - 2007
IS:2386 (Part 3) - 1963 Reaffirmed - 2007
IS : 2386 (Part 3) 1963 Reaffirmed - 2007
IS:2386 (Part 1) - 1963 Reaffirmed - 2007
IS:2386 (Part I) - 1963 Reaffirmed - 2007
IS:2386 (Part 40 - 1963 Reaffirmed - 2007
IS :2386(Part4) - 1963 Reaffirmed - 2007
4.75mm to 125 mm
4.75mm to 150 microns
oto 10 %
1% to 10%
1% to 10%
2 to 4
2 to 4
5% to 60 %
5% to 60 %
5% to 60%
5% to 60 %
5% to 60 %
"'~~~ Convenor
HflBL Department of Science & Technology' India
SCOPE O'F ACCREDITATION Laboratory Hitech Concrete Solutions Chennai Private limited, # 64, Galaxy Road,
Ponniyamman Nagar, Ayanambakkam, Chennai
Accreditation Standard ISOIIEC 17025: 2005
Discipline Mechanical Testing Issue Date 15.04.2013
Certificate Number T-2515 Valid Until 14.04.2015
Last Amended on Page 2 of 4
S.No. Product I Specific Test Performed Test Method Specification Range of Testing I Material of Test against which tests are limits of Detection
performed
AGGREGATE (Coarse)
10% fine value IS: 2386 (Part 4) 1963 Reaffirmed - 2007
10ton to [00 ton
Bulk Density IS:2386 (Part 3) 1963 Reaffirmed - 2007
1000 to 2500 kglcum
Soundness by Sodium Sulphate
[S : 2386 (Part 5) - 1963 Reaffirmed - 2007
1% to 15 %
4. CEMENT OPCI PPC SLAG
Normal Consistency [S:4031 (Part 4) 1988 Reaffirmed - 2005
10% to 40 %
Initial Setting Time
Final Setting Time
IS:4031 (Part 5) 1988 Reaffirmed - 2005 IS:4031 (Part 5) 1988 Reaffirmed - 2005
30min to 300min
1OOmin to 700min
Fineness by Blain's air permeability
IS:4031 (Part 2) 1999 Reaffirmed - 2004
50 sq .mlkg to 700 sq.m/kg
Soundness By Le Chatte1ier Method
IS:4031 (Part 3) 1988 Reaffirmed - 2005
0.5mm to 10 mm
Compressive Strength IS:4031 (Part 6) -1988 Reaffirmed - 2005
1 Mpa to 88 Mpa
Density IS:4031 (Part 11) 1988 Reaffirmed - 2005
2.8 to 3.3
5. FLY ASH (Conforming to IS 3182-Part I: 2003 & IS 3182-Part 2: 2003)
Passing by 45micrion sieve
Specific Surface
IS:I727-1967 Reaffirmed - 2004
IS: 1727 1967 Reaffirmed - 2004
O.I%to IO %
50 sq.mlkg to 700 sq.m/kg
v:~.'~~ Convenor
fiBL Department of Science & Technology, India
SCOPE OF ACCREDITATION Laboratory Hitech Concrete Solutions Chennai Private Limited, # 64, Galaxy Road,
Ponniyamman Nagar, Ayanambakkam, Chennai
Accreditation Standard ISOIIEC 17025: 2005
Discipline Mechanical Testing Issue Date 15.04.2013
Certificate Number T-2515 Valid Until 14.04.2015
Last Amended on Page 3 of 4
S.No. Product I Specific Test Performed Test Method Specification Range of Testing I Material of Test against which tests are Limits of Detection
performed
FLY ASH (Conforming to IS 3182-Par11: 2003 & IS 3182-Par1 2: 2003)
6. CONCRETE
7. BURNT CLAY BRICKS / FLY ASH BRICKS / FLYASH LIME BRICKS
Soundness - By Le Chattelier Method
Consistency
Initial Setting Time Final
Compressive Strength
Specific Gravity
Flexural Strength
Compressive Strength
Rapid Chloride ion penetration Test
Accelerated Compressive Strength
Compressive Strength
Water Absorption
Efflorescence
Dimension
IS : 1727 - 1967 Reaffirmed - 2004 Clause 7.2
IS:1727-1967 Reaffirmed - 2004
IS:I727-1967 Reaffirmed - 2004
IS : 1727 - 1967 Reaffirmed - 2004
IS: 1727 - 1967 Reaffirmed - 2004
IS :516-1959 Reaffirmed - 2004
IS :516-1959 Reaffirmed - 2004
ASTM C 1202: 1997
IS:90 13-1976 Reaffirmed - 1999
IS:3495 (Part 1)-1992
IS:3495 (Part 2)-1992
IS :3495 (Part 3)-1992
IS: 1077 - 1992
oto 10 mm
10% to 40 %
30 min to 700 min
0.1 MPa to 80 MPa
1.7 to 3.3
O. IMPa to 8 MPa
I MPa to 85 MPa
100 to 7000columbs
I MPa to 85 MPa
0.1 MPa to 30 MPa
oto 50 %
Visual Observation
L: 225mm to 230mm W: IIOmm to 120mm H: 50mm to 70mm
\<\~\"'~ Convenor
B L Department of Science & Technology. I'ndia "
SCOPE OF ACCREDITATION Laboratory Hitech Concrete Solutions Chennai Private Limited, # 64, Galaxy Road,
Ponniyamman Nagar, Ayanambakkam, Chennai
Accreditation Standard ISOIIEC 17025: 2005
Discipline Mechanical Testing Issue Date 15.04.2013
Certificate Number T-2515 Valid Until 14.04.2015
Last Amended on Page 40f4
S.No. Product! Material of Test
Specific Test Performed Test Method Specification against which tests are performed
Range of Testing I Limits of Detection
8. REINFORCEMENTI STRUCTURAL STEEL
Ultimate Tensile Strength
% of elongation
Yield Stress/0 .2% proof
IS: 1608 - 2005
IS: 1608 - 2005
IS: 1608 - 2005
100 N/mm2 to 700 N/mm2
12% to 30%
100 N/mm2 to 700 N/mm2
Mass per meter IS : 1786 - 2008 0.01 to 20 kg/mt
Bend Test IS: 1599- 1985 Visual observation
Re-Bend Test IS : 1786 -2008 Visual observation
9. CONCRETE PAVING BLOCKS
Compressive Strength
Water Absorption
IS : 15658 : 2006
IS : 15658 : 2006
0.1 MPa to 75 MPa
O. I%to 25 %
Dimension IS : 15658 : 2006 L : 300mm to 600mm W: I OOmm to 1000mm T : 50mm to 150mm
10. HOLLOW & SOLID CONCRETE BLOCKS
Dimension IS:2185 (Part 1)-1979 L : 50mm to 200mm W : 50mm to 150mm H : 30mm to 100mm
Water Absorption IS:2185 (Part 1)-1979 0.1% to 50%
Compressive Strength IS:2185 (Part 1)-2005 I MPa to 35 MPa
-x-x-x-x-x-x-x-x-x-x-x-x-x-x
I;l.,\~.l). Convenor