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