| AAC Block | Block Density, Compressive strength, Dimensions Height,Dimensions Length,DimensionsWidth |
| Bituminous Mix | Binder Content,Marshall Flow, Marshall Stability |
| Burnt Clay /Fly ash Bricks | Compressive Strength, Efflorescence,Water Absorption, Dimension Length,Dimension Height, Dimension Width |
| Cement | Compressive Strength,Consistency,Density,Final Setting Time,Fineness by Blain’s Air Permeability,Initial setting time,Soundness by Le-chatilier method |
| Coarse Aggregate / Fine Aggregate | 10% finesvalue, AbrasionValue By Los Angeles Test ,Bulk density (Loose/ Compacted), Crushing Value ,Elongation Index ,Flakiness Index ,ImpactValue ,Organic Impurities,Sieve Analysis (Size:4.75 to 80 mm), soundness By MgSo4/Na2So4 ,Specific gravity,Water Absorption,Resistance towear,Water Absorption, Silt |
| Fly Ash | Fineness by Blaine’s Air permeability,Residueon ,45,micron, Specific Gravity |
| Hardened Concrete | Compressive strength of Core ,Compressive strength of Cube , Flexural Strength |
| High strength deformed steel bars (Steel) | Bend Test ,Elongation, Mass Permeter,Rebend Test,Tensile Strength,Yield Stress |
| Paver Block | Abrasion Resistance,Compressive Strength,Water Absorption |
| Rock | Point Load Strength Index ,Unconfined Compressive Strength,Water Absorption |
| Soil | Angle OfInternal Friction By Direct Shear Test, Angle OfInternal Friction Ø By Triaxial Test, CBR Value ,Cohesion (C) byTriaxial Test, Cohesion by Direct Shear Test ,Free Swell Index ,Grain Size Analysis (20 mm to 0.075 mm),Liquid Limit ,Maximum dry densityby heavy compaction,Maximum Dry density by light compaction,Optimum moisture content by heavy compaction,Optimum Moisture content by light compaction,Permeability of Soil, Plastic Limit,Specific Gravity,Watercontent, Dry Density Of Soil By Sand Replacement Method,Standard Penetration Test ,Safebearing,Pressure |
| Concrete Structure (NDT) | Rebound hammer test ,Ultrasonic Pulse Velocity Test |
| Admixture | Ash Content,Chloride ,Dry Material Content, pH Value,Specific Gravity |
| Cement | Alumina Al2O3,Calcium Oxide CaO,Ferric Oxide Fe 2O3,Insoluble Residue,Loss onignition,Magnesia MgO,Silicaas SiO2,Sulphuric Anhydride SO3 |
| Fly ash | Alumina Al2O3,Calcium Oxide CaO,Ferric Oxide Fe2O3,Loss onignition,Magnesia MgO,Silicaas SiO2,Sulphuric Anhydride SO3 |
| Low Alloy Steel | Carbon,Phosphorus,Manganese,Silicon,Sulphur |
| Waste Water (Effluents/Sewage) | Biochemical Oxygen Demand,Calcium,Chemical Oxygen Demand,Chloride, Dissolve Oxygen ,pHValue, Potassium ,Sodium,Total Suspended solids,Oil & Grease |
| ConstructionWater | Acidity,Alkalinity,Chloride,Fixedresidue (Inorganic Matter), pH Value, Sulphate, Total Suspended solids,Volatile (OrganicMatter) |
| Drinking Water | Calcium,Conductivity,Chloride, Magnesium ,Nitrate,pH, Phosphorus,Potassium,Reactive Silica,Sodium,Sulphate,Total Alkalinity,Total Dissolved Solids,Total Hardness,Turbidity |
| Field Investigation for Soil Properties |
| Load Bearing Tests |
| Technical Reportiing for Structural and Civil Engineering Design |
| Bridge Load Test |
| Plate Load |
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