Center for analysis and Testing of Material and Services in Civil and Environmental Engineering
Analysis and Testing of Material and Services in Civil and Environmental Engineering
Cement
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Fineness Test
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Moisture Content
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Normal Consistency Initial Setting Time
Mortar
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Compression
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Tensile
Concrete
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Mix Design
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Compression Test â Cube
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Compression Test â Cylinder
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Concrete Beam (15Ã15 x Not Over 60 cm.)
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Bonding Strength
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Tensile Strength
Coring of Concrete
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Diameter 15 cm. (per depth 1 cm.)
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Diameter 3-10 cm. (per depth 1 cm.)
Field Test
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Field C.B.R.
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Field Density
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Plate Bearing
Soil Field Test
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Standard Penetration
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Vane Shear-Precision Torque
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Vane Shear-Precision Wrench
Soil Aggregate
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Atterbergâs Limit (LL PL PI)
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C.B.R. (Laboratory)
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Consolidation by Load Increment
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Compaction â Standard test
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Compaction â Modified test
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Gradation (Dry Method)
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Gradation (Wet Method)
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Hydrometer analysis
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Moisture Content
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Relative Density
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Shear â Direct (3 Samples)
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Specific Gravity
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Unconfined Compression
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Shrinkage â Linear
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Shrinkage â Volumetric
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Unit Weight
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Abrasion Test (L.A.)
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Absorption
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Gradation
Coarse Aggregate
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Soundness (Sum Sieve)
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Specific Gravity Absorption
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Unit Weigh
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Clay Lump
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Gradation
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Percentage Passing Sieve No. 200
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Abrasion Test (L.A.)
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Organic Impuirties
Fine Aggregate
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Soundness (Sum Sieve)
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Specific Gravity Absorption
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Surface Moisture
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Surface Test
Steel
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Diameter 6 â 12 mm.
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Diameter 15 â 16 mm.
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Diameter 19 â 22 mm.
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Diameter 25 mm.
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Diameter 28 mm.
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Diameter 32 mm. or more
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PC Wire Diameter 0-5 mm.
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PC Wire Diameter 6-10 mm.
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PC Strand 3/8â and 1/2â
Coring of Asphalt
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Diameter 15 cm. (per depth 1 cm.)
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Diameter 3-10 cm. (per depth 1 cm.)
Brick
12.1 Concrete Block
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7.2 x 19.5 x 39.5 cm.
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9.0 x 19.5 x 39.5 cm.
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15.0 x 19.5 x 39.5 cm.
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20.0 x 19.5 x 39.5 cm.
12.2 Calcium Silicate Face Bricks or Sand-Lime Bricks (TIS 167 2519)
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Compressive Strength
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Size Distortion
12.3 Facing Bricks (TIS 168 2546)
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Compressive Strength
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Water Absorption and Saturation Coefficient
12.4 Structural Clay Facing Tiles (TIS 169 2519)
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Compressive Strength
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Water Absorption
Timber
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Compression
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Tension
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Bending
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Stress â Strain Curve
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Specific Gravity
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Moisture Content