Admaterials Technologies Pte Ltd Certificate No. : LA B 58 Sungei Kadut Loop Singapore Issue No. : 14

Size: px
Start display at page:

Download "Admaterials Technologies Pte Ltd Certificate No. : LA B 58 Sungei Kadut Loop Singapore Issue No. : 14"

Transcription

1 Admaterials Technologies Pte Ltd Certificate No. : LA B 58 Sungei Kadut Loop Singapore Issue No. : 14 Date : 20 September 2018 Page : 1 of 34 FIELD OF TESTING : Civil Engineering Testing A. AGGREGATE 1. Petrographic Examination of BS EN 932-3: 1997 LJP, SW, ZR Aggregates for Concrete BS 7943:1999 BS 812 Part ASTM C295 / C295M: Potential Alkali Reactivity (Mortar Bar Method ASTM C1260: 2014 LJP, SW,, ZR 3. Particle Size Distribution / Sieve Analysis SS 73: 1974 ASTM C136 / C136M: 2014 BS 812 Part 103.1: 1985 BS EN 933-1: 2012 ASTM D (ASTM D242 / D242M - 09(2014 LJP, SW, 4. Fineness Modulus ASTM C136 / C136M: Clay, Silt and Dust (Decantation SS 73: 1974 (Except Method A Method BS 812 Part 103.1: 1985 ASTM C BS EN 933-1: Moisture Content (Oven Dried Method SS 73: 1974 BS 812 Part 109: 1990 BS EN : Bulk Density BS EN : 1998 BS 812 Part 2: 1995 SS 73: 1974

2 Date : 20 September 2018 Page : 2 of 34 A. AGGREGATE 8. Relative Density & Water BS EN : 2013 LJP, SW, Absorption BS 812 Part 2: 1995 SS 73: 1974 ASTM C127: 2015 ASTM C128: 2015 (Gravimetric Method 9. Sampling BS EN 932-1: 1997 BS 812 Part 102: 1989 SS 73: Organic Impurities ASTM C40 / C40M - 16 SS 73: Shell Content SS 73 Part 6: 1992 BS 812 Part 106: 1985 BS EN 933-7: Flakiness Index SS 73 Part 5.1: 1992 BS EN 933-3: 2012 BS 812 Part 105.1: Elongation Index SS 73: 1974 BS 812 Part 105.2: Impact Value SS 73: 1974 BS 812 Part 112: Crushing Value SS 73: 1974 BS 812 Part 110: % Fines Value SS 73: 1974 BS 812 Part 111: Los Angeles Abrasion SS 73: 1974 ASTM C131 / C131M: 2014 BS EN : 2010 ASTM C535-16

3 Date : 20 September 2018 Page : 3 of 34 A. AGGREGATE 18. Soundness Test ASTM C88: 2013 LJP, SW, BS 812 Part 121: 1989 BS EN : 2009 SS 73 Part 21: Shape & Surface Texture SS 73: Drying Shrinkage SS 73 Part 20: 1992 BS EN : 2008 BS 812 Part 120: Assessment of Fines - Methylene BS EN 933-9:2009+A1:2013 Blue Test 22. Shape Index BS EN 933-4: Angularity Number SS 73: Assessment of Fines - Sand BS EN 933-8:2012+A1: 2015 Equivalent Test ASTM D2419: Constituents of Coarse Recycled BS EN : 2009 Aggregates SS 544: Part 2: 2009, Annex B 26. Organic Contaminators by Mortar Method BS EN :2009+A1: 2012, Clause Coral Content (Shell content in fine SANS 5840: 2008 aggregate 28. Aggregate Abrasion Value BS : 1990 BS EN : 2009, Annex A 29. Influence of Recycled Aggregate BS EN : 2006 Extract on the Initial Setting Time of Cement

4 Date : 20 September 2018 Page : 4 of 34 A. AGGREGATE 30. Percentage of Fractured Particles ASTM D (2017 LJP, SW, in Coarse Aggregate 31. Flat Particles, Elongated Particles, ASTM D4791: 2010 or Flat and Elongated Particles in Coarse Aggregate 32. Clay Lumps and Friable Particles in Aggregates ASTM C142 / C142M: Polished Stone Value BS EN : 2009 BS : Lightweight Particles in Aggregate ASTM C123/C123M: Particle Density of Filler BS EN :2008 B. SOIL 1. Direct Shear Box Test BS 1377 Part 7: 1990 (Clause LJP, SW, ISO/TS : Compaction Test (Maximum and BS 1377 Part 4: 1990 (Clause 4 Minimum Dry Density 3. Compaction Test (Dry Density / BS 1377 Part 4: 1990 (Clause 3 Moisture Content ASTM D e1 ASTM D698-12e2 4. Unconfined Compressive Strength BS 1377 Part 7: 1990 (Section 7 ASTM D2166 / D2166M - 16 ISO : Moisture Content BS : 1990 BS EN ISO :2014 ASTM D ASTM D ASTM D ASTM D Liquid Limit BS : 1990, Method 4.3 ASTM D4318: 2017 ISO/TS :2004 Ed 1 7. Plastic Limit & Plasticity Index BS : 1900, Section 5 ASTM D4318: 2017 ISO/TS :2004 Ed 1

5 Date : 20 September 2018 Page : 5 of 34 B. SOIL 8. Linear Shrinkage BS : 1990, Section 6.5 LJP, SW, 9. Particle Size Distribution BS : 1990, Method 9.2, 9.3 & 9.5 BS EN ISO : California Bearing Ratio BS : 1990, Method 7 ASTM D Particle Density BS :1990, Section 8 BS EN ISO : Percentage of Fines (Finer than ASTM D micron 13. Sand Replacement BS : 1990, Method 2.1 LJP, JUN ASTM D1556/D1556M-15ε1 & ASTM D In-place Density & Water Content ASTM D (NDG ASTM D2922: 2005 ASTM D3017: 2005 BS : 1990 Clause Plate Loading Test BS : 1990 Method Density BS : 1990, Section 7 LJP, SW, BS EN ISO :2014 C. CONCRETE 1. Fresh Concrete 1. Slump Test SS 78: Pt A2: 1987 LJP, SW, BS 1881: Pt 102: 1983 BS EN : Density (Fresh Concrete SS 78: Pt A7: 1987 BS 1881: Pt 107: 1983 BS EN : Sampling BS EN : 2009 SS 78 Part A1:1987 BS 1881 Part 101: Air Content-Pressure Methods BS EN : 2009 SS 78 Part A6: 1987 BS 1881 Part 106: 1983

6 Date : 20 September 2018 Page : 6 of 34 C. CONCRETE 1. Fresh Concrete 5. Flow Table Test SS 78: Pt A5: 1987 LJP, SW, BS 1881: Pt 105: 1984 BS EN : Degree of Compactibility BS EN : Laboratory Mixing and Sampling SS 78: Pt 25: 1987 BS : 2013 BS EN 480-1: Time of Setting of Concrete ASTM C403 / C403M - 16 Mixtures by Penetration Resistance 9. Slump-flow test BS EN : V-funnel test BS EN : L box test BS EN : Sieve segregation test BS EN : J-ring test BS EN : Adiabatic Temperature Rise of ADM/CE/023: 2017 LJP, SW,, WX Fresh Concrete 2. Hardened Concrete (Physical Tests 1. Petrographic Examination of ASTM C LJP, SW, ZR Hardened Concrete 2. Density (Hardened Concrete SS 78: Pt A14: 1987 BS 1881: Pt 114: 1983 BS EN : Compressive Strength of Cubes SS 78: Pt A16: 1987 BS 1881: Pt 116: 1983 BS EN : 2009 AS : Water Absorption SS 78: Pt A22: 1987 BS : 2011 ASTM C642: 2013 LJP, SW,, WX

7 Date : 20 September 2018 Page : 7 of Hardened Concrete (Physical Tests 5. Water Permeability DIN 1048: Pt LJP, SW,, WX 6. Depth of penetration of water under BS EN : 2009 Pressure 7. Making Test Beams SS 78 Part A9: 1987 LJP, SW, BS 1881 Part 109: 1983 BS EN : 2012 BS EN : Making Test Cylinders SS 78 Part A10: 1987 BS 1881 Part 110: 1983 BS EN : 2012 BS EN : Tensile Splitting Strength of Test SS 78 Part A17: 1987 Specimens BS 1881 Part 117: 1983 BS EN : Making of Test Cubes SS 78: Pt A8: 1987 BS 1881: Pt 108: 1983 BS EN : 2012 BS EN : Flexural Strength SS 78: Pt A18: 1987 LJP, SW,, WX BS 1881: Pt 118: 1983 BS EN : Compressive Strength of Cores SS 78: Pt A20: 1987 BS 1881: Pt 120: 1983 BS EN : 2009 AS : Static Modulus of Elasticity in BS 1881: Pt 121: 1983 Compression ASTM C469 / C469M Initial Surface Water Absorption BS 1881: Pt 208: 1996 LJP, SW,

8 Date : 20 September 2018 Page : 8 of Hardened Concrete (Physical Tests 15. Length Change (Drying Shrinkage ASTM C157/C157M-17 LJP, SW,, WX & Wetting Expansion 16. Concrete's Ability to Resist ASTM C a Chloride Ion Penetration (Rapid Chloride Permeability Test 17. Coefficient of Permeability Darcy's Theory - HDB Test Method ADM/CE/017: 2013 LJP, SW,, WX 18. Water Penetration & Water Gain HDB Test Method (1 April 1992 LJP, SW, ADM/CE/018: Compressive Strength of Moulded BS EN : 2009 LJP, SW,, WX Cylinder Specimens AS : Microscopical Determination of ASTM C457 / C457M - 16 LJP, SW,, ZR Parameters of the Air-Void System (Procedure B in Hardened Concrete 21. Water Sorptivity ASTM C LJP, SW, ADM/CE/020: Density, Absorption, and Voids ASTM C LJP, SW,, WX 23. Calibration of Cube Mould BS EN : Autogenous Strain of Cement Paste and Mortar ASTM C1698: 2009 ( Flexural tensile strength (limit of BS EN 14651:2005+A1:2007 proportionality (LOP, residual 26. Fibre content in fresh and BS EN 14721:2005+A1:2007 hardened concrete

9 Date : 20 September 2018 Page : 9 of Hardened Concrete (Non- Destructive Tests D. REPAIR MATERIAL 1. Non-Shrink Grout (For Pressure Grouting 2. Non-Shrink Grout (For Semi-Precast Construction 1. Determination of Rebound Number ASTM C805/C805M: 2013a LJP, SW, JUN of Hardened Concrete BS EN : Ultrasonic Pulse Velocity ASTM C Measurement BS EN : Covermeter Test BS 1881: Pt 204: Strain Measurement BS 1881: Pt 206: 1986 (Electrical Displacement 5. Initial Surface Absorption BS 1881: Pt 208: Half-Cell Potential Measurement ASTM C Depth of Carbonation, cores or BS EN 14630: 2006 broken (on concrete BRE Publication (IP6/81 RILEM TC14-CPC Penetration Resistance ASTM C803 / C803M Flow Consistency ASTM C939 / C939M - 16a LJP, SW,, TBK 2. Compressive Strength ASTM C Expansion/Shrinkage ASTM C Bleeding ASTM C Setting Time (Initial & Final Set ASTM C Flow Consistency BS : 1998 LJP, SW,, TBK ASTM C Compressive Strength BS EN 196-1:2016 ASTM C109 / C109M - 16a

10 Date : 20 September 2018 Page : 10 of Non-Shrink Grout (For Semi-Precast Construction 3. Polymer Modified Cement Mortar 3. Change in Height ASTM C827 / C827M - 16 LJP, SW,, TBK 4. Setting Time BS EN 196-3: Bond Strength at 28 days BS 6319: Part 4: 1984 BS EN 12615: Compressive Strength ASTM C109 / C109M - 16a LJP, SW, BS EN 12190: 1999 ASTM C349: Stiffening time BS EN : Shrinkage at 28 days ASTM C531: 2000 ( Tensile pull off strength (before BS EN : 2016 and after weathering ADM/CE/010: 2017 ADM/CE/011: Bonding Agent 1. Slant Shear Bond Strength (Type I ASTM C1042: 1999 LJP, SW, 2. Slant Shear Bond Strength (Type II ASTM C1042: Total Solids Content ISO 124: Waterproofing Material for External Wall Seepage Repair 1. Tensile pull off strength ASTM D4541: 2002 (Method A, Type I Tester ASTM D7234: Water Vapour Transmission ASTM E96 / E96M - 16 (Water Method only ASTM D1653: Tensile Strength & Elongation at ASTM D Method A only Break 4. Crack Bridging ASTM C836 / C836M - 15 ADM/CE/001: 2017 AS/NZS : 1999 LJP, SW,

11 Date : 20 September 2018 Page : 11 of Flexible Cementitious Waterproof Membrane (Water- Based 1. Tensile pull off strength ASTM D4541: 2002 (Method A, LJP, SW, Type I Tester ASTM D7234: Tensile Strength & Elongation at ASTM D Method A Break 3. Crack Bridging ASTM C836 / C836M - 15 ADM/CE/002: Water Penetration Test DIN 1048: Pt ADM/CE/003: Initial Hardness (Shore A ASTM D Set to touch ASTM D1640 / D1640M: Flexible Non- Cementitious Waterproof Membrane (Water- Based 1. Tensile pull off strength ASTM D4541: 2002 (Method A, LJP, SW, Type I Tester ASTM D7234: Tensile Strength & Elongation at ASTM D Method A Break 3. Crack Bridging ASTM C836 / C836M - 15 ADM/CE/002: Water Penetration Test DIN 1048: Pt ADM/CE/004: Initial Hardness (Shore A ASTM D Set to touch ASTM D1640 / D1640M: 2014

12 Date : 20 September 2018 Page : 12 of Waterproofing Membrane for RC Roof - Bituminous Type 1. Tensile pull off strength ASTM D4541: 2002 (Method A, LJP, SW, Type I Tester ASTM D7234: Tensile Strength & Elongation at ASTM D Method A Break 3. Crack Bridging ASTM C836 / C836M - 15 ADM/CE/002: Water Vapour Transmission ASTM E96 / E96M Water Penetration Test DIN 1048: Pt ADM/CE/005: Initial Hardness (Shore A ASTM D Accelerated Weathering ASTM G ADM/CE/007: Set to touch ASTM D1640 / D1640M: Solid Content SS 133: 1987 Appendix D 9. Repair Material - Reinforcement Primer / Reinforcement Bar 1. Half-Cell Potential ASTM C LJP, SW, 2. Bond Performance SS 2 Part 3: 1987 Appendix A 10. Epoxy Mortar 1. Working Time, Initial Setting Time ASTM C308: 2000 (2012e1 LJP, SW, and Service Strength Setting Time 2. Compressive Strength ASTM C579: 2001 ( Coefficient of Linear Thermal ASTM C531: 2000 (2012 Expansion 4. Water Absorption ASTM C413: 2001 ( Tensile Strength ASTM C307: 2003 ( Flexural Strength ASTM C580: 2002 (2012

13 Date : 20 September 2018 Page : 13 of Epoxy Resin for Injection 1. Determination of Bond Strength ASTM C882 / C882M: 2013a LJP, SW, 2. Density SS 5: Pt B7: 2013 ASTM D1475: Bituminous and Non- Bituminous Preformed Waterproofing Membrane for Concealed Roof 1. Dimensional Stability LJP, SW, 2. Tensile Strength and Elongation at Break 3. Tensile Shear at Joints 4. Pliability SS 374: Water Absorption and Soluble Matter 6. Water Vapour Transmission 7. Hydrostatic Test 8. Resistance to Leakage at Joint 13. Waterproofing Membrane 1. Thickness and Mass Per Unit Area DIN 53353: & LJP, SW, DIN 16726: BS EN : 2000 BS EN : 2009 BS EN 22286: 1994 (BS : 1994 (ISO 2286: 1986 DIN EN ISO :2017 ASTM D ( Tensile Strength & Elongation at SS 374: 1994 Break ASTM D Method A BS EN : 2000 BS EN : 2013 BS EN ISO 527-1: 2012 BS EN ISO 527-3: 1996

14 Date : 20 September 2018 Page : 14 of Waterproofing Membrane 3. Dimensional Stability SS 374: 1994 LJP, SW, BS EN : 2000 BS EN : 2001 DIN 53377: & DIN 16726: Watertightness/Behaviour under Hydrostatic Pressure SS 374: 1994 BS EN 1928: 2000 DIN 16726: BS EN : 2009, based on BS EN 14891: 2012, Part A7 for concrete mix design 5. Peel or Stripping Strength to ASTM D903-98(2017 Concrete 6. Puncture Resistance ASTM E154 / E154M - 08a (2013e1, Section Impact Resistance ADM/CE/021: 2016 & ASTM G14 04 (2010e1 8. Static Crack Bridging ASTM C836 / C836M - 15 & ASTM C BS EN : 2004, Method A 9. Pull-Off Adhesion Strength ASTM D4541: 2002 (Method A, Type I Tester ASTM D BS EN 1542: Artificial ageing by long term BS EN 1296: 2001 exposure to elevated temperature SS 374: 1994 DIN 16726:

15 Date : 20 September 2018 Page : 15 of Waterproofing Membrane 11. Behaviour after Storage in Aqueous Solutions DIN 16726: LJP, SW, 12. Chemical Resistance BS EN 14414: 2004 (METHOD A & B ASTM D Resistance to Leaching BS EN 14415: 2004 (METHOD A & B 14. Hydrostatic Pressure Resistance ASTM D5385 / D5385M - 93 (2014e1 15. Lateral Water Migration ADM/CE/022: 2016 & ASTM D5385 / D5385M - 93 (2014e1 16. Tear Strength ASTM D (2012 (Type C & T 14. Rubber Waterstop 1. Change in Mass (after immersion Change in Volume (after immersion ASTM D471-16a LJP, SW,, TBK E. BUILDING MATERIAL 1. Tile Adhesive (Fast and Normal Set 1. Tensile Adhesion Bond Strength BS EN 1348: 2007 BS EN : Tensile Adhesion Bond Strength BS EN 1348: 2007 (After Water immersion BS EN :2017 LJP, SW,, TBK 3. Tensile Adhesion Bond Strength BS EN 1348: 2007 (After Heat Aging BS EN : Open Time BS EN 1346: 2007 BS EN : Deformity BS EN 12002: 2008 BS EN : Slip BS EN 1308: 2007 BS EN : Pull Out Test (Site Test ADM/CE/015: 2011 LJP, JUN

16 Date : 20 September 2018 Page : 16 of Tile Grout 1. Shrinkage BS EN : 2009 LJP, SW,, TBK 2. Water Absorption BS EN : Compressive Strength BS EN : Flexural Strength BS EN : Abrasion Resistance BS EN : Prepacked Floor Screed/ Prepacked Waterproof Screed 1. Average compressive strength ASTM C109 / C109M - 16a LJP, SW, 2. Flow ASTM C Water Absorption ASTM C413: 2001 ( Water Penetration Test DIN 1048: Pt ADM/CE/003: Flexural Strength ASTM C348: Water Retentivity BS 4551: 2005+A2: Stiffening time BS EN : 1999 (Method A 8. Volume change ASTM C827 / C827M Prepacked Plaster/ Prepacked Mortar 1. Tensile pull off strength BS EN : 2016 LJP, SW, 2. Compressive Strength BS EN : 1999 BS : Consistence Retentivity BS 4551: A2: Water Retentivity BS 4551: A2: Stiffening time BS EN :1999 (Method A 6. Linear Shrinkage ASTM C531: 2000 ( Pull Out Test (Site Test ADM/CE/016: 2011 LJP, JUN

17 Date : 20 September 2018 Page : 17 of Prepacked Skim Coat 1. Tensile pull off strength BS EN : 2016 LJP, SW, 2. Tensile pull off strength (after BS EN : 2016 weathering ADM/CE/008: Compressive Strength BS EN : Water Retentivity BS 4551: 2005+A2: Setting Time BS EN 196-3: Linear Shrinkage ASTM C531: 2000 ( Pull Out Test (Site Test ADM/CE/016: 2011 LJP, JUN 6. Acrylic Polymer Cementitious Coating 1. Compressive Strength ASTM C109 / C109M - 16a LJP, SW, 2. Flexural Strength ASTM C348: Tensile Strength ASTM C307: 2003 ( UV Accelerated Weathering ASTM G ADM/CE/009: Skid Resistance ASTM E303: 1993 ( Taber Abrasion ASTM D4060: 2014 ADM/CE/012: Shear Bond Adhesive ASTM C482: 2002 (2014 ADM/CE/013: Water Penetration Test DIN 1048: Pt ADM/CE/006: 2010

18 Date : 20 September 2018 Page : 18 of Self-Leveling Screed 1. Compressive Strength ASTM C109 / C109M - 16a LJP, SW, 2. Linear Shrinkage/Length Change ASTM C157/C157M-17 ASTM C531: 2000 ( Slip Resistance (before & after BS : 2002+A1: 2013 accelerated weathering 4. Tensile Adhesion Bond Strength ASTM D4541: 2002 (Method A, Type I Tester BS EN : Shear Adhesion Bond Strength ASTM C482: 2002 ( Accelerated Weathering ASTM G (UV Exposure 7. Flowability ASTM C939 / C939M - 16a 8. Water Absorption ASTM C413: 2001 (2012 (Method A

19 Date : 20 September 2018 Page : 19 of Sealant 1. Staining and Color Change ASTM C LJP, SW,, TBK 2. Extrusion Rate ASTM C1183 / C1183M: Rheological (Flow Properties ASTM C Indentation Hardness ASTM C Tack-Free Time ASTM C Adhesion and Cohesion Under ASTM C719: 2014 Cyclic Movement (Hockman Cycle 7. Effects of Heat Aging ASTM C Effects of Laboratory Accelerated ASTM C (2017 Weathering 9. Adhesion-in-Peel ASTM C Durability of Sealants Exposed to ASTM C Continuous Immersion in Liquids

20 Date : 20 September 2018 Page : 20 of 34 F. PAINT / COATING 1. Adhesion (Pull Off Strength ASTM D (Method B LJP, SW,, JUN ASTM D7234: 2012 BS EN ISO 4624:2016 (Method B BS EN 1542: Non-Destructive Measurement of ASTM D7091: 2013 LJP, JUN Dry Film Thickness of Non- BS EN ISO 2178:2016 Magnetic Coatings Applied to a Ferrous Base 3. Dry Film Thickness ISO 2808: 2007 (Method 7c and 7d ASTM D7091: 2013 ASTM D ( Alkali resistance (spotting method SS 5 - G2 : 2003 (2013 LJP, SW, 5. Compatibility on wet concrete BS EN 13578: Methods of conditioning before BS EN :2002 testing - UV accelerated weathering 7. Static Crack Bridging BS EN : 2004, Method A 8. Tensile & Elongation at Break BS ISO 37: Water-Vapour Transmission BS EN ISO 7783: Luminance Factor SS 589 : 2013 (BS EN 1871:2000 Annex E 11. Skid Resistance SS 589 : 2013 Annex C

21 Date : 20 September 2018 Page : 21 of 34 G. ADMIXTURES 1. Water Reduction BS EN : 2009 LJP, SW, BS EN 480-1: 2014 SS EN 934-2: Compressive Strength BS EN : 2009 BS EN 480-1: 2014 SS EN 934-2: Air Content-Pressure Methods BS EN : 2009 BS EN 480-1: 2014 SS EN 934-2: Increase in Consistence BS EN : 2009 BS EN 480-1: 2014 SS EN 934-2: Retention of Consistence BS EN : 2009 BS EN 480-1: 2014 SS EN 934-2: Bleeding BS EN 480-4: 2005 BS EN 480-1: 2014 SS EN 934-2: Setting Time BS EN 480-2: 2006 BS EN 480-1: 2014 SS EN 934-2: Capillary Absorption BS EN 480-5: 2005 BS EN 480-1: 2014 SS EN 934-2: Sampling BS EN 934-6: 2001 SS EN 934-6: 2008 (SS 320: 1987

22 Date : 20 September 2018 Page : 22 of 34 H. CEMENT 1. Ordinary Portland Cement/Sulphateresisting and Portland Blast Furnace Slag Cement. Ground Granulated Blast Furnace Slag, Silica Fume & Fly Ash 1. Determination of Strength BS EN 196-1: 2016 LJP, SW,, WX ASTM C109 / C109M - 16a SS 397 Part 1: Determination of Setting Times BS EN 196-3: 2016 SS 397 Part 3: 1997 ASTM C (Method A 3. Determination of Soundness BS EN 196-3: 2016 SS 397 Part 3: Determination of Fineness BS EN 196-6: 2010 SS 397 Part 6: 1997 ASTM C Moisture Content BS EN 15167: Pt 1: 2006 Annex A SS EN 15167: Pt 1: 2008 Annex A 6. Activity Index BS EN 196-1: 2016 BS EN : 2006, BS EN : 2005+A1: 2009, BS EN 450-1: 2012, Air Content ASTM C185-15a 8. Amount of Water Required for ASTM C Normal Consistency 9. Fineness by Wet Sieving BS EN 451-2: Water Requirement for BS EN 450-1:2012, Annex B Category S Fly Ash

23 Date : 20 September 2018 Page : 23 of Masonry Cement I. CURING COMPOUND 1. Setting Time BS EN 413-2: 2016 LJP, SW,, WX BS EN 196-3: Soundness BS EN 196-3: Compressive Strength BS EN 196-1: Consistence of Fresh Mortar BS EN 413-2: Air Content BS EN 413-2: Water Retentivity BS EN 413-2: Sieve Residue BS EN 196-6: Water Retention ASTM C LJP, SW, 2. Bond Strength Test ASTM C882/C882M: 2013a, Clause 11.3 only ADM/CE/019: Density Test ASTM D1475: Non Volatile Matter Test ASTM D (2017 (Method A & B

24 Date : 20 September 2018 Page : 24 of 34 J. MASONRY UNITS 1. Dimension and Density BS EN : 2009 LJP, SW,, 1. Ferrocement Roof Slabs / Sunbreaker Slabs 2. Cover Measurement BS 1881: Pt 204: Initial Surface Absorption BS 1881: Pt 208: Carbonation Depth BRE Publication (IP6/81 BS EN 14630: Burnt Clay and Shale Bricks 3. Masonry Units / Autoclaved Aerated Concrete 1. Determination of Dimensions LJP, SW, 2. Determination of Compressive Strength SS 103: Water Absorption Test 4. Soluble Salt Content 5. Efflorescence Test 1. Compressive Strength BS EN 772-1: 2011+A1:2015 LJP, SW,, WX ASTM C (2017, Section 6 2. Density BS EN : 2000 BS EN 678: 1994 ASTM C (2017, Section 7 3. Drying Shrinkage BS EN 680: 2005 ASTM C (2017, Section 8 4. Water Absorption due to Capillary BS EN : 2011 Action 5. Dimensions BS EN : 2011

25 Date : 20 September 2018 Page : 25 of Concrete Masonry Units 1. Geometrical Characteristics LJP, SW,, WX 2. Compressive Strength SS 271: Drying Shrinkage 4. Total Water Absorption 5. Measurement of Dimensions 6. Compressive Strength ASTM C140 / C140M - 17b (Annex A1 7. Absorption K. CERAMIC WALL 1. Determination of Dimensions LJP, SW, AND FLOOR TILES 2. Determination of Straightness of Sides (SS 483: 2000, ISO 13006: Determination of Rectangularity (BS EN 14411: 2016 ISO : Determination of Surface Flatness 5. Determination of Surface Quality 6. Determination of Resistance to (SS 483: 2000 Deep Abrasion ISO 13006: 2012 (BS EN 14411: 2016 ISO : Tensile and Shear Adhesion Bond ASTM C482: 2002 (2014 Strength 8. Determination of Modulus of (SS 483: 2000 Rapture ISO 13006: 2012 (BS EN 14411: 2016 ISO : 2014

26 Date : 20 September 2018 Page : 26 of 34 K. CERAMIC WALL 9. Determination of Water Absorption (SS 483: 2000 LJP, SW, AND FLOOR TILES ISO 13006: 2012 (BS EN 14411: 2016 ISO : Determination of Scratch Hardness EN 101: 1991 of Surface BS 6431 Part 13: 1986 EN 159: 1991 SS 301: 1985 Appendix G 11. Slip Resistance Test (SS 483: 2000 ISO 13006: 2012 SS 485: 2011 (BS EN 14411: Reverse Staining ADM/CE/014: Stain Resistance (SS 483: 2000 ISO 13006: 2012 (BS EN 14411: 2016 SS 57: 1989 Appendix H.7 ISO : Chemical Resistance (SS 483: 2000 ISO 13006: 2012 (BS EN 14411: 2016 ISO : Coefficient of Friction SS 485: Sampling and Basic for Acceptance (SS 483: 2000 ISO 13006: 2012 (BS EN 14411: 2016 ISO : Colourfastness SS 57: 1989 Appendix F SS 301: 1985 Appendix H

27 Date : 20 September 2018 Page : 27 of 34 L. ROCKS 1. Unconfined Compressive Strength ASTM D e1 (Method C LJP, SW, of Core Specimens 2. Water (Moisture Content of Soil ASTM D2216: 2010 and Rock 3. Point Load Strength Index ASTM D Petrographic Description of Rocks ISRM SUGGESTED METHODS LJP, SW,,ZR 5. Particle Size Distribution BS EN : 2002 LJP, SW,, WX 6. Length-to-Thickness Ratio BS EN : 2002 (Elongation 7. Particle Density & Water Absorption BS EN : Block Integrity - Drop Test BS EN : 2002 Annex B M. NATURAL STONE / GRANITE 1. Water absorption and Bulk Specific ASTM C97 / C97M - 15 LJP, SW, Gravity 2. Compressive Strength ASTM C170 / C170M - 17 BS EN 1926: 2006, Annex A 3. Petrographic Examination BS EN 12407: 2007 LJP, SW,, ZR BS EN 12670: Modulus of Rupture ASTM C99 / C99M - 15 LJP, SW,, WX 5. Flexural Strength ASTM C880 / C880M - 15

28 Date : 20 September 2018 Page : 28 of 34 N. STRUCTURAL FIXINGS O. BITUMINUOUS PREMIXES 1. Determination of Tensile Strength BS : 1993 LJP, JUN (Pull Out Strength of Structural Fixings in Concrete and Masonry 1. Bitumen Content ASTM D2172 / D2172M - 17 LJP, SW, 2. Density of Premix on Cored Samples BS : Density of Cored Premix with BS : 2005 Sample Preparation 4. Marshall Density BS : 2004 ASTM D1559: Marshall Stability BS : 2004 ASTM D1559: 1989 ASTM D Particle Size Distribution BS : 1985 BS EN 933-1: Percentage Voids Density of Core BS : 2005 Method 8. Thickness of Core ASTM D3549/D3549M-17 (Method A BS EN : Asphalt Content by Ignition Method ASTM D Los Angeles Abrasion BS EN : 2017

29 Date : 20 September 2018 Page : 29 of 34 O. BITUMINUOUS PREMIXES 11. Measuring Surface Frictional ASTM E303: 1993 (2013 LJP, JUN Properties Using the British SS 589: 2013 Pendulum Tester BS EN 1436: 2007+A1: Measuring Pavement Macrotexture ASTM E LJP, JUN Depth Using a Volumetric BS EN : 2010 Technique 13. Preparation of Asphalt Mixture ASTM D LJP, SW, Specimens Using Marshall Apparatus 14. Mechanical Size Analysis of ASTM D Extracted Aggregate 15. Bulk Specific Gravity and Density of Non-Absorptive Compacted ASTM D2726 / D2726M - 17 Bituminous Mixtures 16. Percent Air Voids in Compacted ASTM D3203 / D3203M - 17 Dense and Open Bituminous Paving Mixtures 17. Theoretical Maximum Specific ASTM D2041 / D2041M - 11 Gravity and Density of Bituminous Paving Mixtures 18. ASTM D4867 / D4867M - 09 Effect of Moisture on Asphalt (2014 Concrete Paving Mixtures 19. Determination of Wheel-tracking BS :1998 Rate and Depth BS EN : Density of Bituminous Concrete in ASTM D2950/D2950 M- 14 LJP, SW, JUN place by nuclear methods

30 Date : 20 September 2018 Page : 30 of 34 P. PRECAST CONCRETE UNITS 1. Concrete Paving Blocks 1. Compressive Strength BS : 1993 LJP, SW, 2. Visual Aspects and Appearance (Annex J 3. Shape and Dimensions, Thickness of Facing Layer (Annex C BS EN 1338: Tensile Splitting Strength (Annex F 5. Slip/Skid Resistance (USRV (Annex I 6. Total Water Absorption (Annex E 2. Concrete Kerb, Channel 3. Slab (Aeration/Porous 4. Concrete Paving Flags 1. Water Absorption LJP, SW,, SS 214: 2009 WX BS : Transverse Strength BS : Water Absorption BS : 1994 LJP, SW, 2. Transverse Strength BS : Visual Aspects and Appearance (Annex J 2. Bending Strength and Breaking Load (Annex F BS EN 1339: Slip/Skid Resistance (USRV (Annex I 4. Total Water Absorption (Annex E

31 Date : 20 September 2018 Page : 31 of Concrete Kerb Units 1. Visual Aspects and Appearance (Annex J LJP, SW, 2. Shape and Dimensions, Thickness of Facing Layer (Annex C BS EN 1340: Bending Strength (Annex F 4. Slip/Skid Resistance (USRV (Annex I 5. Total Water Absorption (Annex E 6. Clay Pavers 1. Shape and Dimensions (Annex B 2. Transverse Breaking Load (Annex D BS EN 1344: Abrasion Resistance (Annex E 4. Slip/Skid Resistance (USRV Q. GROUTS Specification BS EN 12715: 2000 LJP, SW,, TBK Geotechnical 1. Bleeding BS EN 12715: 2000 Grouting ASTM C Setting Time BS EN 196-3: Density by Mud Balance BS EN ISO : Marsh Cone Viscosity BS EN 14117: Viscosity & Yield Strength BS EN ISO : Workability by Abraham Cone BS EN : Penetrability by Filter Pump BS EN 14497: Compressive Strength BS : 1990, Section 7 (Load Frame Method

32 Date : 20 September 2018 Page : 32 of 34 R. SOIL-CEMENT MIXTURE (CEMENT TREATED BASE 1. Wetting and Drying Compacted ASTM D559 / D559M - 15 LJP, SW,, WX Soil-Cement Mixtures 2. Moisture-Density (Unit Weight ASTM D Relations of Soil-Cement Mixtures 3. Compressive Strength of Molded ASTM D Soil-Cement Cylinders 4. Measuring Thickness of Concrete ASTM C174 / C174M - 17 Elements Using Drilled Concrete Cores S. RESILIENT FLOOR COVERINGS 1. Determination of side length, edge, BS EN ISO 24342: 2012+A1: 2012 straightness and squareness of tiles LJP, SW,, TBK 2. Determination of overall thickness BS EN ISO 24346: Determination of thickness of layers BS EN ISO 24340: Determination of mass per unit area BS EN ISO 23997: Determination of flexibility and BS EN ISO 24344: 2012 (Method A deflection 6. Determination of wear resistance. BS EN 660-2: 1999 Frick-Taber test 7. Slip Resistance (dry floor friction & SS 485: 2011 wet pendulum test methods 8. Determination of staining and BS EN ISO 26987: 2012 resistance to chemicals

33 Date : 20 September 2018 Page : 33 of 34 T. DRY WALL 1. Determination of partition wall SS 492: 2001 (2014 LJP, SW,, stiffness (Annex A BS : Determination of surface damage SS 492: 2001 (2014 by small hard body impact BS : 1992 (Annex B 3. Determination of resistance to SS 492: 2001 (2014 damage by impact from a large BS : 1992 soft body (Annex C 4. Determination of resistance to SS 492: 2001 (2014 perforation by small hard body BS : 1992 impact (Annex D 5. Determination of resistance to SS 492: 2001 (2014 structural damage by multiple BS : 1992 impacts from a large soft body (Annex E 6. Determination of the effects of door SS 492: 2001 (2014 slamming (Annex F BS : Determination of resistance to SS 492: 2001 (2014 crowd pressure (Annex G BS : Lightweight anchorage pull out test SS 492: 2001 (2014 (Annex H BS : Lightweight anchorage pull down SS 492: 2001 (2014 test (Annex J BS : Heavyweight anchorage (wash SS 492: 2001 (2014 basin eccentric downward loading BS : 1992 test (Annex K

34 Date : 20 September 2018 Page : 34 of 34 T. DRY WALL 11. Heavyweight anchorage (high SS 492: 2001 (2014 LJP, SW,, level wall cupboard eccentric BS : 1992 downward loading test (Annex L 12. Surface & Total water absorption BS EN 520:2004+A1:2009 Clause Moisture Movement ASTM C (2016 Clause 8 BS EN 12467:2012+A1:2016 Annex C 14. Water impermeability BS EN 12467:2012+A1:2016 Clause Note : This laboratory is accredited in accordance with the recognised International Standard ISO/IEC A laboratory's fulfilment of the requirements of ISO/IEC means the laboratory meets both the technical competence requirements and management system requirements that are necessary for it to consistently deliver technically valid test results. The management system requirements in ISO/IEC are written in language relevant to laboratory operations and operate generally in accordance with the principles of ISO 9001

Geoscience Testing laboratory (Al Ain)

Geoscience Testing laboratory (Al Ain) Soil 1 In-situ Density by Sand Replacement Method Using Large Pouring Cylinder & Small Pouring Cylinder In-place Density Test by Sand Cone Method BS 1 Part ASTM D 1556 Dry Density Moisture Content Relationship

More information

Laboratory Certification For. Shakib Dastaggir Construction & Design Company (S-CAD) Laboratory

Laboratory Certification For. Shakib Dastaggir Construction & Design Company (S-CAD) Laboratory Laboratory Certification For Shakib Dastaggir Construction & Design Company (S-CAD) Laboratory Lab ID: LCP-006 Issue date: Sept 19, 2016 Expiry date: March 18, 2017 This letter confirms the completion

More information

CIMEC Technologies Pvt. Ltd., 23/H, Meldi Estate, Gota, Ahmedabad, Gujarat. Discipline Mechanical Testing Issue Date

CIMEC Technologies Pvt. Ltd., 23/H, Meldi Estate, Gota, Ahmedabad, Gujarat. Discipline Mechanical Testing Issue Date Last Amended on - Page 1 of 9 I. BUILDINGS MATERIALS 1. Cement & Pozzolanic Material Fineness (Dry Sieving) IS 4031(Part 1): 1996 (RA 2011) 10 % to 100 % Fineness (Blain Air Permeability) IS 4031(Part

More information

Mattest (Ireland) Ltd

Mattest (Ireland) Ltd Unit 2, Northwest Business Park, Ballycoolin, Dublin 15 Testing Laboratory Registration number: 286T is accredited by the Irish National Board (INAB) to undertake testing as detailed in the Schedule bearing

More information

Geomembrane Test Methods

Geomembrane Test Methods Appendix 2 Geomembrane Test Methods AMERICAN SOCIETY FOR TESTING AND MATERIALS (arranged by number) ASTM D-5 ASTM D-36 ASTM D-256 ASTM D-412 ASTM D-413 ASTM D-471 ASTM D-570 ASTM D-638 ASTM D-696 ASTM

More information

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK Schedule of ccreditation United Kingdom ccreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK ccredited to Bootham Lane Industrial Estate Bootham Lane Dunscroft Doncaster

More information

VDZ-Service portfolio Concrete and mortar

VDZ-Service portfolio Concrete and mortar Verein Deutscher Zementwerke e.v. Research Institute of the Cement Industry VDZ- portfolio Concrete and mortar Synergies gained from current research and expertise VDZ-service portfolio Concrete and mortar

More information

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK ccredited to Laboratory locations: Schedule of ccreditation United Kingdom ccreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK Unit 1 Rough Hey Road Grimsargh Preston PR2

More information

MITRAS MATERIALS GMBH

MITRAS MATERIALS GMBH MITRAS MATERIALS GMBH Friedrich-Ochs-Str. 2 92637 Weiden/Opf. Tel.: 0961 / 89-810 / 89-812 Fax: 0961 / 89-672 Directory of services L a b o r a t o r y MITRAS MATERIALS GMBH Edition 02/18 Rev. 08 page

More information

DIVISION III MATERIALS AGGREGATES SECTION 901 COARSE AGGREGATE

DIVISION III MATERIALS AGGREGATES SECTION 901 COARSE AGGREGATE DIVISION III MATERIALS AGGREGATES SECTION 901 COARSE AGGREGATE 901-1 General. 901-1.1 Composition: Coarse aggregate shall consist of naturally occurring materials such as gravel, or resulting from the

More information

CERTIFICATE OF ACCREDITATION

CERTIFICATE OF ACCREDITATION CERTIFICATE OF ACCREDITATION ANSI-ASQ National Accreditation Board 500 Montgomery Street, Suite 625, Alexandria, VA 22314, 877-344-3044 This is to certify that Charter Coating Service (2000) Ltd. Suite

More information

Tex-614-J, Testing Epoxy Materials

Tex-614-J, Testing Epoxy Materials Overview Effective: August 1999 May 2000. This method covers various test procedures for epoxy materials specified under the TxDOT Material Specification DMS-6100, Epoxies and Adhesives. The test to be

More information

MIRTA-KONTROL d.o.o. LABORATORY DEPARTMENT

MIRTA-KONTROL d.o.o. LABORATORY DEPARTMENT Textiles 1) Fibre composition - Qualitative analysis (Internal MK method) 2) Fibre composition - Binary fibre mixtures (EN ISO 1833-series) 3) Fibre composition - Ternary fibre mixtures (EN ISO 1833-2)

More information

HA Thickness Gauge IS:2386 (part 1)- 1963

HA Thickness Gauge IS:2386 (part 1)- 1963 AGGREGATE TESTING HA50.05 Mechanical Rotating Sample Divider (Motorised) IS : 1607-1960 For obtaining representative sample for sieve analysis. It is suitable for dry sands, fine powders, ores, refractory

More information

Section 4 DMS-9203, Asphaltic Concrete Patching Material (Containerized)

Section 4 DMS-9203, Asphaltic Concrete Patching Material (Containerized) Section 4 DMS-9203, Asphaltic Concrete Patching Overview Effective Date: August 2004 - December 2005. This Specification governs for rapid curing containerized asphaltic concrete mixture intended primarily

More information

Tex-614-J, Testing Epoxy Materials

Tex-614-J, Testing Epoxy Materials Overview Effective Date: January 2001 - July 2002. This method covers various test procedures for epoxy materials specified under the TxDOT Material Specification "DMS-6100, Epoxies and Adhesives." The

More information

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK The Old School Stillhouse Lane Bedminster BS3 4EB Contact: Dr Dimitris Xirouchakis Tel: +44 (0)117-9471000 Fax: +44 (0)117-9471004 E-Mail:

More information

Test report P E. J. Magner Dipl.-Ing. (FH) N. Machill

Test report P E. J. Magner Dipl.-Ing. (FH) N. Machill Kiwa Polymer Institut GmbH Quellenstraße 3 D-65439 Flörsheim-Wicker Tel. +49 (0)61 45-5 97 10 Fax +49 (0)61 45-5 97 19 www.kiwa.de Test report P 8464-2-E Testing order: Tests on the coating Wecryl 124

More information

Aggregate Testing Test List

Aggregate Testing Test List Aggregate Testing - 2016 Test List Aggregate Mechanical and Physical Testing Aggregate Abrasion Value (AAV) BS EN 1097-8: Annex A Aggregate Crushing Value (ACV) BS 812: Part 110 Aggregate Impact Value

More information

Mattest (Ireland) Ltd

Mattest (Ireland) Ltd Unit 18 University Hall, Sarsfield Road, Wilton, Cork Registration number: 289T is accredited by the Irish National Board (INAB) to undertake testing as detailed in the Schedule bearing the Registration

More information

Hari Shankar Singhania Elastomer & Tyre Research Institute, HASETRI, Plot No. 437, R&D Center, Hebbal Industrial Area, Mysuru, Karnataka

Hari Shankar Singhania Elastomer & Tyre Research Institute, HASETRI, Plot No. 437, R&D Center, Hebbal Industrial Area, Mysuru, Karnataka Page 1 of 11 CHEMICAL TESTING I. RUBBER AND RUBBER PRODUCTS 1. Polymer/ Elastomeric materials 2. Fillers Heat Loss of carbon black Ash content ASTM D5667 0.1-45 % ISO 247 Dirt Content ASTM D1278 0.1-10

More information

SULFUR EXTENDED ASPHALT INVESTIGATION - LABORATORY AND FIELD TRIAL

SULFUR EXTENDED ASPHALT INVESTIGATION - LABORATORY AND FIELD TRIAL A5EE-151 SULFUR EXTENDED ASPHALT INVESTIGATION - LABORATORY AND FIELD TRIAL Ali Ehsan Nazarbeygi 1, Ali Reza Moeini 2 1 Bitumen and Road Construction Department, Research Institute of Petroleum Industry

More information

DMS-9203, Asphaltic Concrete Patching Material (Containerized)

DMS-9203, Asphaltic Concrete Patching Material (Containerized) Overview Effective Date: July 1999 July 2004 This specification shall govern for containerized asphaltic concrete mixture intended primarily for cool to cold, wet weather repair of small pavement areas.

More information

Surface Protective Systems

Surface Protective Systems Surface Protective Systems Technical information Oxydur VEL-SR Mechanical applied electrically conductive laminate system Base Vinyl ester resin Material Group Membranes Tank- / vessel linings - laminates

More information

Annex to the Accreditation Certificate D PL according to DIN EN ISO/IEC 17025:2005

Annex to the Accreditation Certificate D PL according to DIN EN ISO/IEC 17025:2005 Deutsche Akkreditierungsstelle GmbH Annex to the Accreditation Certificate D PL 11117 01 00 according to DIN EN ISO/IEC 17025:2005 Period of validity: 08.09.2015 until 10.04.2019 Holder of certificate:

More information

BILLING RATES - FY 17/18

BILLING RATES - FY 17/18 Room 17 (Materials Testing Equipment) Use of 10 kip UTM Day $500.00 External Use of Torsion Machine Day $500.00 External Room 21 Lowry (soil mechanics lab) Use of Soil Mechanics Lab (room 21 Lowry ) Hour

More information

BILLING RATES - FY 18/19

BILLING RATES - FY 18/19 Room 21 Lowry (soil mechanics lab) Use of Soil Mechanics Lab (room 21 Lowry ) Atterberg plastic limit test (ASTM D4318) Atterberg liquid limit test (ASTM D4318) Sieve analysis with wash #200 sieve (ASTM

More information

Index for Labs under Civil Engineering

Index for Labs under Civil Engineering Index for Labs under Civil Engineering Sr. No. Laboratory Name 1 Applied Mechanics Laboratory- 1 2 Transportation Engineering Laboratory 3 Surveying Laboratory 4 Environmental Engineering Laboratory-2

More information

Annex to the Accreditation Certificate D-PL according to DIN EN ISO/IEC 17025:2005

Annex to the Accreditation Certificate D-PL according to DIN EN ISO/IEC 17025:2005 Deutsche Akkreditierungsstelle GmbH Annex to the Accreditation Certificate D-PL-18869-01-00 according to DIN EN ISO/IEC 17025:2005 Period of validity: 30.08.2013 to 29.08.2018 Holder of certificate: ilf

More information

DMS-9202, Asphaltic Concrete Patching Material (Stockpile Storage)

DMS-9202, Asphaltic Concrete Patching Material (Stockpile Storage) Overview Effective Date: July 1999 July 2004 This specification shall govern for an asphaltic concrete mixture intended primarily as a cool to cold weather stockpile patching mix for maintenance. It shall

More information

Surface Protective Systems

Surface Protective Systems Surface Protective Systems Technical information Oxydur VEL-U Laminate system for concrete and steel substrates Base Vinyl ester resin Material Group Membranes Tank- / vessel linings - laminates Description

More information

Class 1 Crushed rock ballast for use primarily on main line track. Class 2 Crushed rock ballast for use only on other than main line track.

Class 1 Crushed rock ballast for use primarily on main line track. Class 2 Crushed rock ballast for use only on other than main line track. PAGE 1 OF 8 PART 1 - GENERAL REQUIREMENTS 1.1 DESCRIPTION OF SPECIFICATION This document outlines the material, stockpiling, and handling specifications of ballast. It covers the supply of ballast from

More information

TECHNICAL SPECIFICATIONS

TECHNICAL SPECIFICATIONS ROMPOX 1107 ESD coating Solvent free, electrically volume conductive, pigmented, 2 component epoxy resin system with formulated amine hardener acc. to DIN 61340 Areas of application: ROMPOX 1107 ESD coating

More information

Special Provision No. 111S12 July 2017

Special Provision No. 111S12 July 2017 AMENDMENT TO OPSS 1103, NOVEMBER 16 Special Provision No. 111S12 July 17 OPSS 1103, November 16, Material Specification for Emulsified Asphalt, is deleted in its entirety and replaced with the following:

More information

Mr. Gabriel Ojeda Fritz-Pak Corporation Phone: (214) Eastover Circle Fax: (214)

Mr. Gabriel Ojeda Fritz-Pak Corporation Phone: (214) Eastover Circle Fax: (214) December 15, 2011 Mr. Gabriel Ojeda Fritz-Pak Corporation Phone: (214) 221-9494 4821 Eastover Circle Fax: (214) 341-3182 Mesquite, TX 75149 Email: gabrielojeda@fritzpak.com Subject: Final Report (Revised)

More information

AUTOMOTIVE TESTS. BMW AUTOMOTIVE Pile Yarn Thickness $ 25.00

AUTOMOTIVE TESTS. BMW AUTOMOTIVE Pile Yarn Thickness $ 25.00 AUTOMOTIVE TESTS BMW AUTOMOTIVE3.2.4.2 Pile Yarn Thickness $ 25.00 BMW 3.2.10 Imprint Behavior Without Foam Impression Depth @ 60 Minutes and 24 hours (DIN 54316/EN20 105 A02) $ 75.00 BMW 3.2.10.2 Tested

More information

Surface Protective Systems

Surface Protective Systems Surface Protective Systems Technical information Oxydur UP 410 Laminate TI 216 Laminate system for concrete and steel substrates Base Polyester resin, unsaturated Material Group Membranes Tank- / vessel

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005. AUTONEUM NORTH AMERICA, INC Haggerty Rd. Novi, MI Jian Pan Phone: MECHANICAL

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005. AUTONEUM NORTH AMERICA, INC Haggerty Rd. Novi, MI Jian Pan Phone: MECHANICAL SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 AUTONEUM NORTH AMERICA, INC. 29293 Haggerty Rd. Novi, MI 48331 Jian Pan Phone: 248 324 2264 MECHANICAL Valid To: October 31, 2017 Certificate Number: 1745.02

More information

Use of New High Performance Thin Overlays (HPTO)

Use of New High Performance Thin Overlays (HPTO) Northeast Asphalt User/Producer Group Wilmington/Christiana Delaware October 11-12, 2006 Use of New High Performance Thin Overlays (HPTO) Thomas Bennert Rutgers University NJ s s Thin-Lift Materials New

More information

President For the Accreditation Council Certificate Number Valid to August 31, 2008

President For the Accreditation Council Certificate Number Valid to August 31, 2008 A2LA has accredited THE AMERICAN ASSOCIATION FOR LABORATORY ACCREDITATION ACCREDITED LABORATORY PEARL LEATHER FINISHERS, INC. TESTING LABORATORY Johnstown, NY for technical competence in the field of Mechanical

More information

DMS ASPHALTIC CONCRETE PATCHING MATERIAL (STOCKPILE STORAGE)

DMS ASPHALTIC CONCRETE PATCHING MATERIAL (STOCKPILE STORAGE) DMS - 9202 (STOCKPILE STORAGE) EFFECTIVE DATES: AUGUST 2004 APRIL 2010. 9202.1. Description. This Specification governs for an asphaltic concrete mixture intended primarily as a cool to cold weather stockpile

More information

ACCREDITED LABORATORY

ACCREDITED LABORATORY A2LA has accredited THE AMERICAN ASSOCIATION FOR LABORATORY ACCREDITATION ACCREDITED LABORATORY AKRON RUBBER DEVELOPMENT LABORATORY, INC. Akron, OH for technical competence in the field of Mechanical Testing

More information

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK

Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK (part of Smithers Rapra and Ltd) Packaging Technical Services Cleeve Road Leatherhead Surrey KT22 7RU Contact: Mr G Collis Tel: +44 (0)1372 802000 Fax: +44 (0)1372 802245 E-Mail: gcollis@smithers.com Website:

More information

PUR-O-STOP FS-L. General Building Inspectorate Approval for curtain grouting CE-marking in accordance with EN

PUR-O-STOP FS-L. General Building Inspectorate Approval for curtain grouting CE-marking in accordance with EN Technical Data Sheet Issue: 20-02-2017 PUR-O-STOP FS-L General Building Inspectorate Approval for curtain grouting CE-marking in accordance with EN 1504-5 Properties: PUR-O-STOP FS-L is a slow-hardening,

More information

DMS-9202 Asphaltic Concrete Patching Material (Stockpile Storage or Bagged)

DMS-9202 Asphaltic Concrete Patching Material (Stockpile Storage or Bagged) Asphaltic Concrete Patching Material (Stockpile Storage or Bagged) Effective Date: May 2017 1. DESCRIPTION This Specification governs for crushed stone asphaltic concrete intended primarily as a cool-

More information

Wolf Kunststoff ZEDEX ZX-530 A5D Polymer Alloy

Wolf Kunststoff ZEDEX ZX-530 A5D Polymer Alloy Wolf Kunststoff ZEDEX ZX-530 A5D Polymer Alloy Category : Polymer, Thermoplastic Material Notes: Main Characteristics: Low Creep; Low moisture absorption; Flame retardant; Low impurity ions; Good machinability;

More information

Performance Tests of Asphalt Mixtures

Performance Tests of Asphalt Mixtures Performance Tests of Asphalt Mixtures Louay N. Mohammad, Ph.D. Department of Civil and Environmental Engineering LA Transportation Research Center Louisiana State University 42 nd Annual Rocky Mountain

More information

Fast Track Repair Materials and Methods. 9/22/2006 International Grooving &Grinding Association 1

Fast Track Repair Materials and Methods. 9/22/2006 International Grooving &Grinding Association 1 Fast Track Repair Materials and Methods 9/22/2006 International Grooving &Grinding Association 1 New Technology for mix designs Sequencing methodology Innovative Bidding Fast Track 9/22/2006 International

More information

DELO-DUOPOX AD897 Multi-purpose 2c epoxy resin, cures at room temperature, high-viscous, filled

DELO-DUOPOX AD897 Multi-purpose 2c epoxy resin, cures at room temperature, high-viscous, filled DELO-DUOPOX AD897 Multi-purpose 2c epoxy resin, cures at room temperature, high-viscous, filled Base - epoxy resin - two-component Use - for the trowelling of welded seams - pasty and run-resistant but

More information

Crastin PBT Thermoplastic polyester resins

Crastin PBT Thermoplastic polyester resins Crastin PBT Thermoplastic polyester resins Product guide and properties Start with DuPont Engineering Polymers DuPont s registered trademark Crastin PBT Thermoplastic polyester resins Introduction CRASTIN

More information

Summary of Administrative Revisions to Standard Specifications 700 Series Description of Revision

Summary of Administrative Revisions to Standard Specifications 700 Series Description of Revision Summary of Administrative Revisions to Standard Specifications 700 Series Section Description of Revision ALL Formatting in accordance with CSI standards o All Paragraphs identified by a letter Sub-paragraphs

More information

CEMENT TEST EQUIPMENTS

CEMENT TEST EQUIPMENTS CONTENTS CONTENTS Cement Compress on&flexural Test ng Mach ne 114 Jolt ng Table 123 Compress on J g Assembly 115 V brat ng Mach ne for 70.7 Cube Moulds 123 Flexure J g Assembly 115 Pluger Penetrat on Apparatus

More information

DELO -PUR 9692 Multi-purpose 2c polyurethane, cures at room temperature, high-viscous, filled

DELO -PUR 9692 Multi-purpose 2c polyurethane, cures at room temperature, high-viscous, filled DELO -PUR 9692 Multi-purpose 2c polyurethane, cures at room temperature, high-viscous, filled Base - polyurethane - two-component Use - for the bonding of metal, plastic and sometimes even elastomers -

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 DURHAM HOLDINGS CORPORATION INC. DBA MME TESTING 1039 Industrial Court Suwanee, GA 30024 Danny Collazo Phone: 678 730 2000 MECHANICAL Valid To: October 31,

More information

Registered in England number Wherever in the world quality matters. Slipperiness Resistance testing (ISO /DIN 51130/DIN 51097)

Registered in England number Wherever in the world quality matters. Slipperiness Resistance testing (ISO /DIN 51130/DIN 51097) Slipperiness Resistance testing (ISO10545-17/DIN 51130/DIN 51097) Contents Pendulum Pages 1-3 Tortus Pages 4-5 Pull Meter Pages 6-7 Ramp (DIN) Page 8-10 Pendulum Overview The Wessex Pendulum Skid Tester

More information

DELO-DUOPOX AD895 Multi-purpose 2c epoxy resin, cures at room temperature, medium-viscous, filled

DELO-DUOPOX AD895 Multi-purpose 2c epoxy resin, cures at room temperature, medium-viscous, filled DELO-DUOPOX AD895 Multi-purpose 2c epoxy resin, cures at room temperature, medium-viscous, filled Base - epoxy resin - two-component Use - high-strength construction adhesive - multi-purpose - the cured

More information

Certificate of Accreditation

Certificate of Accreditation PERRY JOHNSON LABORATORY ACCREDITATION, INC. Certificate of Accreditation Perry Johnson Laboratory Accreditation, Inc. has assessed the Laboratory of: (Hereinafter called the Organization) and hereby declares

More information

Epoxy Resin L Unit Value

Epoxy Resin L Unit Value Technical data Epoxy Resin L + Hardener S, L, CL, EPH 500, W 300, GL 1, GL 2, EPH 573 and EPH 161 Low viscosity, free of solvents and fillers Fast impregnation of glass, aramid, and carbon fibres High

More information

Design principles and Assumptions

Design principles and Assumptions Design principles and Assumptions The design and use of concrete slabs that utilise ARMOURDECK 300 in composite construction may be carried out using either: the relevant Australian and international Standards

More information

PRINTOUT MAY NOT BE UP-TO-DATE; REFER TO METRO INTRANET FOR THE LATEST VERSION

PRINTOUT MAY NOT BE UP-TO-DATE; REFER TO METRO INTRANET FOR THE LATEST VERSION Engineering Specification Track L1-CHE-SPE-064 Ballast Supply Version: 1 Issued: October 2015 Owner: Engineering Group Approved By: Gordon Djurdjevic Track Engineering Manager PRINTOUT MAY NOT BE UP-TO-DATE;

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005. ACCULAB INC Railroad Drive El Paso, TX Jose Gonzalez Phone: MECHANICAL

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005. ACCULAB INC Railroad Drive El Paso, TX Jose Gonzalez Phone: MECHANICAL SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 ACCULAB INC. 9900 Railroad Drive El Paso, TX 79924 Jose Gonzalez Phone: 915 751 1000 MECHANICAL Valid To: June 30, 2020 Certificate Number: 2692.01 In recognition

More information

Certificate of Accreditation

Certificate of Accreditation PERRY JOHNSON LABORATORY ACCREDITATION, INC. Certificate of Accreditation Perry Johnson Laboratory Accreditation, Inc. has assessed the Laboratory of: (Hereinafter called the Organization) and hereby declares

More information

Development of High-performance Phenolic Resin Idler Pulley

Development of High-performance Phenolic Resin Idler Pulley TECHNICAL PAPER Development of High-performance Phenolic Resin Idler Pulley H. ARAI K. MORI Resins idler pulleys in automotive engines are increasingly used for improving fuel efficiency through weight

More information

Annex to the accreditation certificate D-PL in accordance with DIN EN ISO/IEC 17025:2005

Annex to the accreditation certificate D-PL in accordance with DIN EN ISO/IEC 17025:2005 Deutsche Akkreditierungsstelle GmbH Annex to the accreditation certificate D-PL-17999-01-00 in accordance with DIN EN ISO/IEC 17025:2005 Period of validity: 30.07.2014 to 29.07.2019 Issue date: 30.07.2014

More information

Tensile (Reinf. Geomembranes)

Tensile (Reinf. Geomembranes) POLYMERIC GEOMEMBRANES Asperity Height ASTM D7466, GRI GM12 Thickness (PVC) ASTM D1593 Thickness (Smooth PE) ASTM D751, D5199, ISO9863-1 Thickness (Textured PE) ASTM D5994 Weight ASTM D751, ISO 9864 Composition

More information

Certificate of Accreditation

Certificate of Accreditation ISO/IEC 17025:2005 Certificate of Accreditation Certificate Number L2195 Exova, Inc. Anaheim 3883 East Eagle Drive Anaheim CA 92807 has met the requirements set forth in L-A-B s policies and procedures,

More information

MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT

MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS.PROV 1103 NOVEMBER 16 MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT TABLE OF CONTENTS 1103.01 SCOPE 1103.02 REFERENCES 1103.03 DEFINITIONS 1103.04

More information

RECYCLABILITY EVALUATION PROTOCOL FOR PE FILMS

RECYCLABILITY EVALUATION PROTOCOL FOR PE FILMS Phone : +32 2 742 96 82 Fax : +32 2 732 12 18 e-mail : recyclass@plasticsrecyclers.eu website: www.recyclass.eu RECYCLABILITY EVALUATION PROTOCOL FOR PE FILMS Standard Laboratory Practice Version 1.0 Published

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005. ACCULAB INC Railroad Drive El Paso, TX Vladimir Juarez Phone: MECHANICAL

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005. ACCULAB INC Railroad Drive El Paso, TX Vladimir Juarez Phone: MECHANICAL SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 ACCULAB INC. 9900 Railroad Drive El Paso, TX 79924 Vladimir Juarez Phone: 915 751 1000 MECHANICAL Valid To: June 30, 2016 Certificate Number: 2692.01 In recognition

More information

EQUIPMENT AVAILABLE FOR KWRP SITE AS ON Sl.No

EQUIPMENT AVAILABLE FOR KWRP SITE AS ON Sl.No EQUIPMENT AVAILABLE FOR KWRP SITE AS ON 30.06.2013 Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity SOIL 1 CBR Testing Machine set - 2 2 Proving ring of 50 KN 2 3 Proving ring of 25 KN 4

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 RELIABLE ANALYSIS SHANGHAI, INC. No. 10, 12A, 24 Lane 1365 Kang Qiao Road East Shanghai, People s Republic of China, 201319 Mr. Victor Wen Phone: 86 21 6818

More information

EXPERIMENTAL STUDY ON EFFECTIVENESS OF SHEAR STRENGTHENING OF RC BEAMS WITH CFRP SHEETS

EXPERIMENTAL STUDY ON EFFECTIVENESS OF SHEAR STRENGTHENING OF RC BEAMS WITH CFRP SHEETS EXPERIMENTAL STUDY ON EFFECTIVENESS OF SHEAR STRENGTHENING OF RC BEAMS WITH CFRP SHEETS Yasuhiro Koda and Ichiro Iwaki Dept. of Civil Eng., College of Eng., Nihon University, Japan Abstract This research

More information

Trutek TCM 385RE - Pure Epoxy 3:1

Trutek TCM 385RE - Pure Epoxy 3:1 Features and Benefits Version 23/12/2013 High bond strength with High load resistance Used with all grades of threaded rod and rebar in accordance with TR029 Ideal for deep embedment installations Used

More information

MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT

MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 1103 FEBRUARY 1996 MATERIAL SPECIFICATION FOR EMULSIFIED ASPHALT 1103.01 SCOPE 1103.02 REFERENCES 1103.03 Not Used 1103.04 Not Used 1103.05 MATERIALS

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 AUTONEUM NORTH AMERICA, INC. 480 West 5 th Street Bloomsburg, PA 17815 Justine Danilowicz Phone: 570 316 6078 MECHANICAL Valid To: April 30, 2019 Certificate

More information

Annex to the Accreditation Certificate D-PL according to DIN EN ISO/IEC 17025:2005

Annex to the Accreditation Certificate D-PL according to DIN EN ISO/IEC 17025:2005 Deutsche Akkreditierungsstelle GmbH Annex to the Accreditation Certificate D-PL-18869-01-00 according to DIN EN ISO/IEC 17025:2005 Holder of certificate: ilf Forschungs- und Entwicklungsgesellschaft Lacke

More information

--> Buy True-PDF --> Auto-delivered in 0~10 minutes. GB/T Translated English of Chinese Standard: GB/T

--> Buy True-PDF --> Auto-delivered in 0~10 minutes. GB/T Translated English of Chinese Standard: GB/T Translated English of Chinese Standard: GB/T25978-2018 www.chinesestandard.net Buy True-PDF Auto-delivery. Sales@ChineseStandard.net ICS 43.020 NATIONAL STANDARD OF THE PEOPLE S REPUBLIC OF CHINA GB T

More information

PASSING ABILITY OF SCC IMPROVED METHOD BASED ON THE P-RING

PASSING ABILITY OF SCC IMPROVED METHOD BASED ON THE P-RING PASSING ABILITY OF SCC IMPROVED METHOD BASED ON THE P-RING K D Chan*, Leppo Concrete Sdn Bhd, Malaysia K C G Ong, National University of Singapore, Singapore C T Tam, National University of Singapore,

More information

status / comments Solidity Flowability Procedures for Using and Reporting Data Obtained with the Soil Cone 1 ASAE EP542 FEB99

status / comments Solidity Flowability Procedures for Using and Reporting Data Obtained with the Soil Cone 1 ASAE EP542 FEB99 n ref method title / description keyword on web status / comments Solidity Flowability Procedures for Using and Reporting Data Obtained with the Soil Cone 1 ASAE EP542 FEB99 Penetrometer Soil webstore.ansi.org

More information

shall not exceed 8 not exceed 10.

shall not exceed 8 not exceed 10. Table 3602/1 CRUSHED STONE BASE AND SUBBASE: MATERIAL REQUIREMENTS Material TYPE OF MATERIAL Characteristic G1 G2 G3 Parent Sound rock from an approved Sound rock, boulders Sound rock, boulders or Material

More information

Ahmedabad Textile Industry s Research Association (ATIRA), P.O. Ambawadi Vistar, Ahmedabad, Gujarat

Ahmedabad Textile Industry s Research Association (ATIRA), P.O. Ambawadi Vistar, Ahmedabad, Gujarat Last Amended on - Page 1 of 13 I. TEXTILE MATERIALS 1. Fibre Micronaire Length Length uniformity Strength Elongation% Short fibre % Colour Whiteness (Rd) Colour Yellowness (+b) Neps/g Neps size SCN/g SCN

More information

EME2 Pavement and mix design. Laszlo Petho, Pavements Manager Fulton Hogan.

EME2 Pavement and mix design. Laszlo Petho, Pavements Manager Fulton Hogan. EME2 Pavement and mix design Laszlo Petho, Pavements Manager Fulton Hogan Outline What is EME2 high modulus asphalt? Performance based mix design and Australian EME2 specification limits EME2 pavement

More information

Motorways, trunk and class 1 roads and heavily trafficked roads in urban areas (carrying more than 2000 vehicles per day) C All other sites 45

Motorways, trunk and class 1 roads and heavily trafficked roads in urban areas (carrying more than 2000 vehicles per day) C All other sites 45 Revolutionising the way Roads are Built Environmentally Friendly Cold Asphalt Premix 20 September 2013 Carboncor Product Skid Resistance Test work Carboncor Sdn Bhd (Co. No: 979511-W) Lot.K-06-10, No.2,

More information

ELASTOMERIC ISOLATORS

ELASTOMERIC ISOLATORS ELASTOMERIC ISOLATORS ELASTOMERIC ISOLATORS series SI S02 INTRODUCTION CERTIFICATIONS In 1992, FIP Industriale secured CISQ-ICIM certification for its Quality Assurance System in conformance with EN 29001

More information

POLYCAST CELL CAST ACRYLIC Solutions for Aerospace

POLYCAST CELL CAST ACRYLIC Solutions for Aerospace POLYCAST CELL CAST ACRYLIC Solutions for Aerospace Delivering aircraft transparencies for the demanding aerospace industry. cast cell cast acrylic has been manufactured and trusted by the aerospace industry

More information

DryLin R Linear Plain Bearings, Fast and Quiet

DryLin R Linear Plain Bearings, Fast and Quiet +90º 40º +250º 100º Linear Plain Bearings, Fast and Quiet linear plain bearings, made from solid polymers, are dimensionally equivalent to standard ball bearings. They are made entirely of wear resistant

More information

Shunsuke TANAKA and Kimio MARUYAMA

Shunsuke TANAKA and Kimio MARUYAMA Development of a High-performance SMA Suited to the Surface Course of National Highways in Japan s Cold, Snowy Regions 1st International Conference on Stone Matrix Asphalt November 5-7, 2018 Shunsuke TANAKA

More information

Product Launches at K 2016

Product Launches at K 2016 CREATING TOMORROW`S SOLUTIONS Product Launches at K 2016 Wolfgang Schattenmann, Director Rubber Solutions Dr. Wolfgang Schattenmann, Rubber Solutions, June 28, 2016 0 of 16 WACKER s Product Launches at

More information

Soil Stabilization FIELD REPORT WILL FERGUSON. TINDOL CONSTRUCTION 2335 Viggo Road Beeville, Texas 78102

Soil Stabilization FIELD REPORT WILL FERGUSON. TINDOL CONSTRUCTION 2335 Viggo Road Beeville, Texas 78102 2016 Soil Stabilization FIELD REPORT WILL FERGUSON TINDOL CONSTRUCTION 2335 Viggo Road Beeville, Texas 78102 TABLE OF CONTENTS SOIL STABILIZATION FIELD REPORT Overview Page 2 Test Pads Specs of Construction

More information

- New Superpave Performance Graded Specification. Asphalt Cements

- New Superpave Performance Graded Specification. Asphalt Cements - New Superpave Performance Graded Specification Asphalt Cements 1 PG Specifications Fundamental properties related to pavement performance Environmental factors In-service & construction temperatures

More information

UNIT-1 PART:A. 3. (i) What are the requirements of an ideal highway alignment? Discuss briefly.

UNIT-1 PART:A. 3. (i) What are the requirements of an ideal highway alignment? Discuss briefly. UNIT-1 PART:A 1. What is meant by TRANSPORTATION. 2. List twenty-year road development plans. 3. Mention any two Recommendation of Jayakar committee. 4. What are the functions of IRC and CRRI. 5. Define

More information

T.I. Midwood Co Ltd Green Lane Wardle Nantwich Cheshire CW5 6BJ T: +44 (0) F: +44 (0)

T.I. Midwood Co Ltd Green Lane Wardle Nantwich Cheshire CW5 6BJ T: +44 (0) F: +44 (0) Features and Benefits Version 05/07/2014 High bond strength with High load resistance Used with all grades of threaded rod and rebar in accordance with TR029 Used in non-cracked and cracked concrete Fast

More information

PRODUCT DATA SHEET SP-1386

PRODUCT DATA SHEET SP-1386 DESCRIPTION: ADVANTAGES: SP-1386 is a hybrid two-component elastomeric polyurethane coating designed for long-term corrosion protection of steel and concrete substrates. SP-1386 is available in Spray Grade

More information

DryLin R Linear Plain Bearings, Fast and Quiet

DryLin R Linear Plain Bearings, Fast and Quiet +90º 40º +250º 100º Linear Plain Bearings, Fast and Quiet linear plain bearings, made from solid polymers, are dimensionally equivalent to standard ball bearings. They are made entirely of wear resistant

More information

CHEZACARB. Conductive Carbon Black for Polymer Compounds SIMPLY IMPROVING EVERYDAY LIFE

CHEZACARB. Conductive Carbon Black for Polymer Compounds SIMPLY IMPROVING EVERYDAY LIFE CHEZACARB Carbon Black for Polymer Compounds SIMPLY IMPROVING EVERYDAY LIFE CHEZACARB AC COMPOUNDS CHEZACARB Volume resistivity as a function of CB content (extruded sheets) 1E+09 Carbon Black for Polymer

More information

SAFE USE AND HANDLING OF HOSES AND FLEXIBLE CONNECTIONS IN THE SOLVENTS INDUSTRY

SAFE USE AND HANDLING OF HOSES AND FLEXIBLE CONNECTIONS IN THE SOLVENTS INDUSTRY GUIDANCE NOTE No. 60 SAFE USE AND HANDLING OF HOSES AND FLEXIBLE CONNECTIONS IN THE SOLVENTS INDUSTRY 1. Introduction The Solvents Industry Association has issued this Guidance Note because of the specific

More information

MATERIAL SPECIFICATION FOR ORGANIC SOLVENT BASED TRAFFIC PAINT

MATERIAL SPECIFICATION FOR ORGANIC SOLVENT BASED TRAFFIC PAINT ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 1712 FEBRUARY 1991 MATERIAL SPECIFICATION FOR ORGANIC SOLVENT BASED TRAFFIC PAINT 1712.01 SCOPE 1712.02 REFERENCES 1712.03 DEFINITIONS 1712.05 MATERIALS

More information

DryLin R Linear Plain Bearings, Fast and Quiet

DryLin R Linear Plain Bearings, Fast and Quiet +90º 40º +250º 100º Linear Plain Bearings, Fast and Quiet linear plain bearings, made from solid polymers, are dimensionally equivalent to standard ball bearings. They are made entirely of wear resistant

More information

DryLin R Linear Plain Bearings, Fast and Quiet

DryLin R Linear Plain Bearings, Fast and Quiet +90º 40º +250º 100º Linear Plain Bearings, Fast and Quiet linear plain bearings, made from solid polymers, are dimensionally equivalent to standard ball bearings. They are made entirely of wear resistant

More information

2-part PUR highly elastic, crack-bridging coating. Sikafloor -350 N Elastic is a two part, solvent free, highly elastic polyurethane resin.

2-part PUR highly elastic, crack-bridging coating. Sikafloor -350 N Elastic is a two part, solvent free, highly elastic polyurethane resin. Product Data Sheet Edition 4, 2011 Sikafloor -350 N Elastic Sikafloor -350 N Elastic 2-part PUR highly elastic, crack-bridging coating Construction Sikafloor -350 N Elastic is a two part, solvent free,

More information