Center for analysis and Testing of Material

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

  • Fineness Test

  • Moisture Content

  • Normal Consistency Initial Setting Time

  • Compression

  • Tensile

  • Mix Design

  • Compression Test – Cube

  • Compression Test – Cylinder

  • Concrete Beam (15×15 x Not Over 60 cm.)

  • Bonding Strength

  • Tensile Strength

  • Diameter 15 cm. (per depth 1 cm.)

  • Diameter 3-10 cm. (per depth 1 cm.)

  • Field C.B.R.

  • Field Density

  • Plate Bearing

  • Standard Penetration

  • Vane Shear-Precision Torque

  • Vane Shear-Precision Wrench

  • Atterberg’s Limit (LL PL PI)

  • C.B.R. (Laboratory)

  • Consolidation by Load Increment

  • Compaction – Standard  test

  • Compaction – Modified test

  • Gradation (Dry Method)

  • Gradation (Wet Method)

  • Hydrometer analysis

  • Moisture Content

  • Relative Density

  • Shear – Direct (3 Samples)

  • Specific Gravity

  • Unconfined Compression

  • Shrinkage – Linear

  • Shrinkage – Volumetric

  • Unit Weight

  • Abrasion Test (L.A.)

  • Absorption

  • Gradation

  • Soundness (Sum Sieve)

  • Specific Gravity Absorption

  • Unit Weigh

  • Clay Lump

  • Gradation

  • Percentage Passing Sieve No. 200

  • Abrasion Test (L.A.)

  • Organic Impuirties

  • Soundness (Sum Sieve)

  • Specific Gravity Absorption

  • Surface Moisture

  • Surface Test

  • Diameter 6 – 12 mm.

  • Diameter 15 – 16 mm.

  • Diameter 19 – 22 mm.

  • Diameter 25 mm.

  • Diameter 28 mm.

  • Diameter 32 mm. or more

  • PC Wire Diameter 0-5 mm.

  • PC Wire Diameter 6-10 mm.

  • PC Strand 3/8” and 1/2”

  • Diameter 15 cm. (per depth 1 cm.)

  • Diameter 3-10 cm. (per depth 1 cm.)

  12.1  Concrete Block

  • 7.2 x 19.5 x 39.5 cm.

  • 9.0 x 19.5 x 39.5 cm.

  • 15.0 x 19.5 x 39.5 cm.

  • 20.0 x 19.5 x 39.5 cm.

  12.2  Calcium Silicate Face Bricks or Sand-Lime Bricks (TIS 167 2519)

  • Compressive Strength

  • Size Distortion

  12.3  Facing Bricks (TIS 168 2546)

  • Compressive Strength

  • Water Absorption and Saturation Coefficient

  12.4  Structural Clay Facing Tiles (TIS 169 2519)

  • Compressive Strength

  • Water Absorption

  • Compression

  • Tension

  • Bending

  • Stress – Strain Curve

  • Specific Gravity

  • Moisture Content

Example of Labs and Equipment

Equipment for Testing of Specific Gravity of Hydraulic Cement

Equipment for Testing of Normal Consistency and Setting Time of Hydraulic Cement by Vicat Needle

Flow Table of Cement Mortar Testing

āļŠāļļāļ”āļ—āļ”āļŠāļ­āļšāļ›āļĢāļīāļĄāļēāļ“āļ­āļēāļāļēāļĻāđƒāļ™āļ„āļ­āļ™āļāļĢāļĩāļ•āļŠāļ”

āļ™āļąāļāļĻāļķāļāļĐāļēāļāļķāļāđƒāļŠāđ‰āđ€āļ„āļĢāļ·āđˆāļ­āļ‡āļĄāļ·āļ­āļŠāļģāļĢāļ§āļˆāļšāļĢāļīāđ€āļ§āļ“āļ āļēāļĒāđƒāļ™āļĄāļŦāļēāļ§āļīāļ—āļĒāļēāļĨāļąāļĒ

āļŠāļļāļ”āļāļĨāđ‰āļ­āļ‡āļŠāļģāļĢāļ§āļˆāđāļšāļšāļ•āđˆāļēāļ‡āđ† āđāļĨāļ°āđ€āļ‚āđ‡āļĄāļ—āļīāļĻ

āļŠāļļāļ”āđ€āļ„āļĢāļ·āđˆāļ­āļ‡āļĄāļ·āļ­āļŦāļēāļžāļīāļāļąāļ”āļšāļ™āļžāļ·āđ‰āļ™āđ‚āļĨāļāļ”āđ‰āļ§āļĒāļ”āļēāļ§āđ€āļ—āļĩāļĒāļĄ (GPS)

āļŠāļļāļ”āļ—āļ”āļŠāļ­āļšāđ€āļžāļ™āļīāđ€āļ—āļĢāļŠāļąāļ™āļ‚āļ­āļ‡āđāļ­āļŠāļŸāļąāļĨāļ•āđŒāļ‹āļĩāđ€āļĄāļ™āļ•āđŒ

āļŠāļļāļ”āļ—āļ”āļŠāļ­āļšāļāļģāļĨāļąāļ‡āļ­āļąāļ”āđāļĨāļ°āļāļģāļĨāļąāļ‡āļ”āļąāļ”

āļŠāļļāļ”āđ€āļ„āļĢāļ·āđˆāļ­āļ‡āļœāļŠāļĄāļ„āļ­āļ™āļāļĢāļĩāļ•āđāļšāļš Drum Mixer

āļŠāļļāļ”āđ€āļ„āļĢāļ·āđˆāļ­āļ‡āļˆāļĩāđ‰āļ„āļ­āļ™āļāļĢāļĩāļ•

āļŠāļļāļ”āđ€āļ„āļĢāļ·āđˆāļ­āļ‡āļĄāļ·āļ­āđ€āļˆāļēāļ°āđ€āļāđ‡āļšāđāļĨāļ°āļŠāļģāļĢāļ§āļˆāļ•āļąāļ§āļ­āļĒāđˆāļēāļ‡āļ”āļīāļ™

āļŠāļļāļ”āļ—āļ”āļŠāļ­āļš Direct Shear Test

āļŠāļļāļ”āļ—āļ”āļŠāļ­āļš Unconfined Compression Test

āļŠāļļāļ”āļ—āļ”āļŠāļ­āļš Triaxial Test

āļŠāļļāļ”āļ—āļ”āļŠāļ­āļš Consolidation Test

āļāļēāļĢāļ—āļ”āļŠāļ­āļšāļ„āļļāļ“āļŠāļĄāļšāļąāļ•āļīāļ—āļēāļ‡āđ€āļ„āļĄāļĩāļ‚āļ­āļ‡āļ”āļīāļ™

āļāļēāļĢāļˆāļģāđāļ™āļāļŠāļ™āļīāļ”āļ‚āļ­āļ‡āļ”āļīāļ™āļ”āđ‰āļ§āļĒāļŠāļēāļĒāļ•āļē

āļŠāļļāļ”āļ—āļ”āļŠāļ­āļšāļāļēāļĢāļŠāļđāļāđ€āļŠāļĩāļĒāđāļĢāļ‡āļ”āļąāļ™āđƒāļ™āļ—āđˆāļ­āļ›āļīāļ”

āļŠāļļāļ”āļ—āļ”āļŠāļ­āļšāļāļēāļĢāđ„āļŦāļĨāļžāļļāđˆāļ‡āļāļĢāļ°āļ—āļšāļ‰āļēāļāļāļąāđ‰āļ™