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Texture, Plasticity & Density Characteristics
- Laboratory Determination of Water Content of Soil and Rock
- Liquid Limit, Plastic Limit and Plasticity Index of Soils (Atterberg Limit)
- Particle-Size Distribution (Gradiation) of Soils using Sieve Analysis
- Particle-Size Distribution (Gradiation) of Fine-Grained Soils using the Sedimentation (Hydrometer) Analysis
- Specific Gravity of Soils
- Shrinkage Factors of Soils by Mercury Method
- Unit Weight of Soils
- Laboratory Compaction Characteristics of Soils using Standard Effort [12,400 ft-lb/ft (600 kN-m/m)]
- Laboratory Compaction characteristics of Soil using Modified Effort [56,0000 ft-lb/ft (2,700 kN-m/m)]
- Moisture, Ash and Organic Matter of Peat and Other Organic Soils
- California Bearing Ration (CBR) of Laboratory - Compacted Soils
- Minimum and Maximum Index Density / Unit Weight of Soils
Mechanical Properties
- Laboratory Miniature Vane Shear test for Saturated Fine-grained Clayey Soil
- Unconfined Compressive Strength of Cohesive Soils
- Direct Shear Test of Soils under Consolidated Drained Conditions
- One Dimensional Consolidation properties of soils
- Unconsolidated Undrained Compressive Strength of Cohesive Soils in Triaxial Compression
- Consolidated Undrained Triaxial Compression Test on Cohesive Soils
- Consolidated Drained Triaxial Compression on Cohesive Soils
Hydrologic Properties
- Permeability of Granular Soils-Constant Head Method
- Permeability of fine-grained Soils- Falling Head Method
- Pinhole Dispersion Test
Rock Deformation and Strength
- Slake Durability of Shale and Similar Weak Rock
- Splitting Tensile Strength of Intact Rock Core Specimen
- Unconfined Compressive Strength of Intact Rock Core Specimen
- Point Load Strength Index of Rock
- Direct Shear Test
- Compressive Strength and Elastic Moduli of Intact Rock Core Specimen
Method A: Triaxial Compressive Strength of Undrained Rock Core Specimens without Pore Pressure measurements
Method C: Uniaxial Compressive Strength of Intact Rock Core Specimen
Aggregates
- Specific gravity and Absorption of Fine Aggregates
- Specific gravity and Absorption of Coarse Aggregates
- Clay Lumps and Friable Particles in Aggregates
- Organic Impurities of Fine Aggregates
- Resistance to Degradation of Small-size coarse aggregates by Abrasion and Impact in the Los Angeles Machine
- Resistance to Degradation of Large-size Coarse Aggregates by Abrasion and Impact in the Los Angeles Machine
- Total Moisture Content of Aggregate by Drying
- Material Finer than 0.75mm (No. 200) sieve in mineral aggregates by washing
- Sieve Analysis of Fine & Coarse Aggregates
- Soundness of Aggregates by use of Sodium Sulfate or Magnesium Sulfate
- Surface Moisture Content in Fine Aggregates
- Unit Weight and Voids in Aggregate
- Lightweight pieces in aggregates
- Emerson Aggregate Test
- Resistance of Fine Aggregate to Degradation by Abbrasion in the Micro-Deval Apparatus
Concrete Mixtures
- Slump of Portland Cement Concrete
- Making and Curing Concrete Test Specimen
- Capping Cylindrical Concrete Specimen
- Compressive Strength of Beam Concrete Specimen
- Flexural Strength of Beam Concrete Specimen using third point loading
- Specific Gravity and Adsorption and Voids in Hardened Concrete
- Obtaining and Testing Drilled Cores
Asphalt Tests
- Quantitative Extraction of Asphalt Binder from Asphalt Mixture
- Bituminous Mix Testing
- Resistance to Plastic Flow of Bituminous Mixtures using Marshall Apparatus
- Resistance of Compacted Asphalt to Moisture Induced Damage
- Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures
- Bulk Specific Gravity and Density of Non-Absorptive Bituminous Paving Mixtures
- Percent Air Voids in Compacted Asphalt Mixtures; Degree of Compaction in Compacted Asphalt Mixtures