{"id":1596,"date":"2020-03-23T09:03:14","date_gmt":"2020-03-23T09:03:14","guid":{"rendered":"http:\/\/novalab.bold-themes.com\/main-demo\/?page_id=1596"},"modified":"2022-09-01T08:59:02","modified_gmt":"2022-09-01T08:59:02","slug":"services","status":"publish","type":"page","link":"https:\/\/teyseerlab.com\/services\/","title":{"rendered":"Services"},"content":{"rendered":"

Our Services<\/span><\/span><\/h1>
Our Services includes different test scope for each material.<\/div><\/header><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div>
\"bt_bb_section_bottom_section_coverage_image\"<\/div><\/section>
Concrete<\/h5>\n
    \n
  1. Compressive strength of concrete cubes including weight, dimensions and density – to
    \na – BS EN 12390-3 & BS EN 12390-7
    \nb – BS 1881<\/li>\n
  2. Compressive strength of concrete cylinders to BS 1881<\/li>\n
  3. Compressive strength, density and visual examination and end preparation, of drilled concrete cores – to BSEN 12504, PART-1<\/li>\n
  4. Water absorption of concrete blocks, flags or tiles<\/li>\n
  5. Compressive Strength of concrete Blocks to BSEN 772, Part1, A1<\/li>\n
  6. Laboratory Trial mixes using materials supplied by the Client – not including design:
    \n1 – Mixing
    \n2 – Making Cubes (9 per mix)<\/li>\n
  7. Determination of Rebound Number to BSEN 12504, Part 2<\/li>\n<\/ol>\n<\/div>
    Asphalt<\/h5>\n
      \n
    1. Binder Content & Aggregates Grading to ASTM D 2172
      \nSAMPLED BY TH CLIENT<\/span><\/li>\n
    2. Stability and Flow For Asphalt Plugs
      \nPlugs supplied by the client to :
      \n1- BS 598 : Part 3 : 1985
      \n2- BS EN 12697 <\/span><\/li>\n
    3. Determination of particle distribution for hot mixed asphalt to
      \nBS EN 12697-2 <\/span><\/li>\n
    4. Bulk Density of Bituminous Specimen Procedure A dry to
      \nBS EN 12697-6 Clause 9.2 <\/span><\/li>\n<\/ol>\n<\/div>
      Aggregates<\/h5>\n
        \n
      1. Moisture Content to BS 812\u00a0<\/span><\/li>\n
      2. Sieve Analysis to BS 812
        \nSieve Analysis to BS EN 933-1<\/span><\/li>\n
      3. Clay, Silt and Dust Content To BS 812\u00a0<\/span><\/li>\n
      4. Flakiness Index to BS 812
        \nFlakiness Index to BS EN 933-3\u00a0<\/span><\/li>\n
      5. Elongation Index to BS 812
        \nShape Index to BS EN 933-4 <\/span><\/li>\n
      6. Angularity Number to BS 812 <\/span><\/li>\n
      7. Relative Densities to BS 812 <\/span><\/li>\n
      8. Water Absorption to BS 812 <\/span><\/li>\n
      9. Aggregates Crushing Value to BS 812 <\/span><\/li>\n
      10. Ten Percent Fine to BS 812 <\/span><\/li>\n
      11. Los Angeles Abrasion Test to ASTM C-131 <\/span><\/li>\n
      12. Aggregates Impact Value to BS 812 <\/span><\/li>\n
      13. Soundness test to ASTM C-88 <\/span><\/li>\n
      14. Materials Finer than 75-\u03bcm (No. 200) Sieve in Mineral Aggregates by Washing to ASTM C117 <\/span><\/li>\n
      15. Relative Density (Specific Gravity) and Absorption of Coarse Aggregate to ASTM C127 <\/span><\/li>\n
      16. Relative Density (Specific Gravity) and Absorption of Fine Aggregate to ASTM C128 <\/span><\/li>\n
      17. Sieve Analysis of Fine and Coarse Aggregates to ASTM C136\/C136M <\/span><\/li>\n
      18. Clay Lumps and Friable Particles in Aggregates to ASTM C142\/C142M<\/span><\/li>\n
      19. Bulk Density (\u201cUnit Weight\u201d) and Voids in Aggregate to ASTM C29\/C29M <\/span><\/li>\n<\/ol>\n<\/div>
        Soils<\/h5>\n
          \n
        1. Moisture Content to BS 1377\u00a0<\/span><\/li>\n
        2. Atterberg Limits to BS 1377
          \n<\/span><\/li>\n
        3. Specific Gravity to BS 1377, Test 6<\/span><\/li>\n
        4. Dry Sieve Analysis to BS 1377
          \n<\/span><\/li>\n
        5. Wet Sieve Analysis to BS 1377
          \n<\/span><\/li>\n
        6. Dry\/Density Moisture Content Relationship
          \nUsing 4.5 kg Rammer-Automatic Hammer
          \nto BS 1377 test No. <\/span><\/li>\n
        7. California Bearing Ratio to BS 1377 <\/span><\/li>\n
        8. Soaking for 4 days Related item 4.7 <\/span><\/li>\n
        9. Linear Shrinkage Limit to BS 1377 <\/span><\/li>\n
        10. Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf\/ft3 (2,700 kN-m\/m3)) (MDD) to ASTM D1557<\/span><\/li>\n
        11. California Bearing Ratio (CBR) of Laboratory-Compacted Soils to ASTM D1883<\/span><\/li>\n
        12. Determination of Water (Moisture) Content of Soil and Rock by Mass to ASTM D2216<\/span><\/li>\n
        13. Liquid Limit, Plastic Limit, and Plasticity Index of Soils to ASTM D2419<\/span><\/li>\n
        14. Correction of Unit Weight and Water Content for Soils Containing Oversize Particles to ASTM D4718\/D4718M<\/span><\/li>\n
        15. Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis to ASTM D6913\/D6913M<\/span><\/li>\n
        16. Sand Equivalent Value of Soils and Fine Aggregate to ASTM D2419 <\/span><\/li>\n<\/ol>\n<\/div>
          Chemical Testing<\/h5>\n
            \n
          1. Aggregates, Soil and Rocks
            \nAcid Soluble Sulphates To BS 812 <\/span><\/li>\n
          2. Water Soluble Sulphates <\/span><\/li>\n
          3. Sulphate Contents To BS 1377 <\/span><\/li>\n
          4. Chloride Contents To BS 812 <\/span><\/li>\n
          5. Water Sulphate Content <\/span><\/li>\n
          6. Chloride Contents
            \n<\/span><\/li>\n<\/ol>\n<\/div>
            Field Testing<\/h5>\n
              \n
            1. In-situe Density Test
              \na-Sand Replacement Method
              \nb- Nuclear Gauge Method <\/span><\/li>\n
            2. Concrete Cores 100 mm Diameter <\/span><\/li>\n
            3. Concrete Cores 150mm Diameter <\/span><\/li>\n
            4. Trimming, Capping And Compressive strength for items 6.2 & 6.3 <\/span><\/li>\n
            5. Plate Bearing Test <\/span>
              \n<\/span><\/li>\n<\/ol>\n<\/div>
              <\/div><\/div><\/div><\/div><\/div><\/div>
              <\/div><\/div>
              <\/div><\/div><\/div><\/div><\/div><\/section>
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