11/10/2026
đ Aggregate Crushing Value (ACV) Test: āĻā§, āĻā§āύ āĻāĻŦāĻ āĻā§āĻāĻžāĻŦā§ āĻāϰāĻž āĻšāϝāĻŧ?
āĻāĻāĻāύ Construction Materials Engineer āĻšāĻŋāϏā§āĻŦā§ Aggregate-āĻāϰ Quality Control āϏāĻŽā§āĻĒāϰā§āĻā§ āĻāĻžāύāĻž āĻ
āϤā§āϝāύā§āϤ āĻā§āϰā§āϤā§āĻŦāĻĒā§āϰā§āĻŖāĨ¤ āĻŦāĻŋāĻļā§āώ āĻāϰ⧠Road Construction, Base Course āĻāĻŦāĻ āĻ
āύā§āϝāĻžāύā§āϝ Civil Engineering Works-āĻ Aggregate-āĻāϰ Crushing Resistance āϝāĻžāĻāĻžāĻ āĻāϰāϤ⧠ACV Test āĻā§āϰā§āϤā§āĻŦāĻĒā§āϰā§āĻŖ āĻā§āĻŽāĻŋāĻāĻž āĻĒāĻžāϞāύ āĻāϰā§āĨ¤
āĻāĻāĻā§āϰ āĻĒā§āϏā§āĻā§ āĻāĻžāύāĻŦâACV Test āĻā§, āĻā§āύ āĻāϰāĻž āĻšāϝāĻŧ, āĻā§āĻāĻžāĻŦā§ āĻāϰāϤ⧠āĻšāϝāĻŧ, āĻāϰ Calculation āĻāĻŦāĻ āĻā§āύ Standard āĻ
āύā§āϏāϰāĻŖ āĻāϰāϤ⧠āĻšāϝāĻŧāĨ¤
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đš ā§§. Aggregate Crushing Value (ACV) Test āĻā§?
Aggregate Crushing Value (ACV) Test āĻšāϞ⧠āĻāĻŽāύ āĻāĻāĻāĻŋ āĻĒāϰā§āĻā§āώāĻžāĻĒāĻĻā§āϧāϤāĻŋ, āϝāĻžāϰ āĻŽāĻžāϧā§āϝāĻŽā§ āύāĻŋāϰā§āϧāĻžāϰāĻŋāϤ Compressive Load-āĻāϰ āĻ
āϧā§āύ⧠Coarse Aggregate āĻāϤāĻāĻž āĻā§āĻā§ āϏā§āĻā§āώā§āĻŽ āĻāĻŖāĻžāϝāĻŧ āĻĒāϰāĻŋāĻŖāϤ āĻšāϝāĻŧ, āϤāĻž āύāĻŋāϰā§āĻŖāϝāĻŧ āĻāϰāĻž āĻšāϝāĻŧāĨ¤
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āĻāĻŽ ACV = āϏāĻžāϧāĻžāϰāĻŖāϤ āĻŦā§āĻļāĻŋ Crushing Resistance
â ī¸ āĻŦā§āĻļāĻŋ ACV = āϏāĻžāϧāĻžāϰāĻŖāϤ āĻāĻŽ Crushing Resistance
āϤāĻŦā§ āĻļā§āϧ⧠ACV-āĻāϰ āĻāĻĒāϰ āĻāĻŋāϤā§āϤāĻŋ āĻāϰ⧠Aggregate-āĻāϰ āϏāĻžāĻŽāĻā§āϰāĻŋāĻ āĻā§āĻŖāĻŽāĻžāύ āύāĻŋāϰā§āϧāĻžāϰāĻŖ āĻāϰāĻž āĻāĻāĻŋāϤ āύāϝāĻŧāĨ¤ āĻĒā§āϰāϝāĻŧā§āĻāύ āĻ
āύā§āϝāĻžāϝāĻŧā§ Abrasion Resistance, Impact Resistance, Durability āĻāĻŦāĻ āĻ
āύā§āϝāĻžāύā§āϝ āĻĒāϰā§āĻā§āώāĻžāϰ āĻĢāϞāĻžāĻĢāϞāĻ āĻŦāĻŋāĻŦā§āĻāύāĻž āĻāϰāϤ⧠āĻšāĻŦā§āĨ¤
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đš ⧍. āĻā§āύ ACV Test āĻāϰāĻž āĻšāϝāĻŧ?
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Aggregate-āĻāϰ Crushing Resistance āύāĻŋāϰā§āĻŖāϝāĻŧ āĻāϰāϤā§āĨ¤
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Road Base āĻ Sub-base Construction-āĻāϰ āĻāύā§āϝ Aggregate-āĻāϰ āĻāĻĒāϝā§āĻāĻŋāϤāĻž āϝāĻžāĻāĻžāĻ āĻāϰāϤā§āĨ¤
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āĻŦāĻŋāĻāĻŋāύā§āύ Quarry āĻŦāĻž Source āĻĨā§āĻā§ āĻāϏāĻž Aggregate-āĻāϰ Quality āϤā§āϞāύāĻž āĻāϰāϤā§āĨ¤
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Construction Materials-āĻāϰ Quality Control (QC) āύāĻŋāĻļā§āĻāĻŋāϤ āĻāϰāϤā§āĨ¤
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Project Specification āĻ
āύā§āϝāĻžāϝāĻŧā§ Aggregate-āĻāϰ Acceptance āϝāĻžāĻāĻžāĻ āĻāϰāϤā§āĨ¤
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đš ā§Š. ACV Test-āĻāϰ Standard āĻā§āύāĻāĻŋ?
đ BS 812-110:1990 â Aggregate Crushing Value (ACV) āύāĻŋāϰā§āĻŖāϝāĻŧā§āϰ āĻāύā§āϝ āĻŦāĻšā§āϞ āĻŦā§āϝāĻŦāĻšā§āϤ āύāĻŋāϰā§āĻĻāĻŋāώā§āĻ StandardāĨ¤
ASTM-āĻāϰ āĻā§āώā§āϤā§āϰ⧠āĻā§āϰā§āϤā§āĻŦāĻĒā§āϰā§āĻŖ āĻŦāĻŋāώāϝāĻŧ:
đ¸ ASTM C131/C131M: Los Angeles Abrasion and Impact TestâāĻā§āĻ āĻāĻāĻžāϰā§āϰ Coarse Aggregate-āĻāϰ Degradation āύāĻŋāϰā§āĻŖāϝāĻŧ āĻāϰā§āĨ¤
đ¸ ASTM C535: Los Angeles Abrasion and Impact TestâāĻŦāĻĄāĻŧ āĻāĻāĻžāϰā§āϰ Coarse Aggregate-āĻāϰ Degradation āύāĻŋāϰā§āĻŖāϝāĻŧ āĻāϰā§āĨ¤
â ī¸ āĻā§āϰā§āϤā§āĻŦāĻĒā§āϰā§āĻŖ: ASTM C131/C131M āĻ ASTM C535 āĻšāϞ⧠ACV Test-āĻāϰ āϏāϰāĻžāϏāϰāĻŋ āĻŦāĻŋāĻāϞā§āĻĒ āύāϝāĻŧāĨ¤ ASTM āĻ
āύā§āϏāϰāĻŖāĻāĻžāϰ⧠Project-āĻ āĻā§āύ Test Method āĻāĻŦāĻ Acceptance Criteria āĻĒā§āϰāϝā§āĻā§āϝ, āϤāĻž Project Specification āĻ Consultant-āĻāϰ āύāĻŋāϰā§āĻĻā§āĻļāύāĻž āĻ
āύā§āϝāĻžāϝāĻŧā§ āύāĻŋāĻļā§āĻāĻŋāϤ āĻāϰāϤ⧠āĻšāĻŦā§āĨ¤
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đš ā§Ē. ACV Test-āĻāϰ āĻāύā§āϝ āĻĒā§āϰāϝāĻŧā§āĻāύā§āϝāĻŧ āϝāύā§āϤā§āϰāĻĒāĻžāϤāĻŋ
đ ī¸ ā§§. ACV Steel Cylinder
đ ī¸ ā§¨. Plunger āĻ Base Plate
đ ī¸ ā§Š. Compression Testing Machine
đ ī¸ ā§Ē. 14 mm āĻ 10 mm Sieves
đ ī¸ ā§Ģ. 2.36 mm Sieve
đ ī¸ ā§Ŧ. Tamping Rod
đ ī¸ ā§. Weighing Balance
đ ī¸ ā§Ž. Oven
đ ī¸ ā§¯. Metal Tray, Brush āĻ āĻ
āύā§āϝāĻžāύā§āϝ āϏāĻšāĻžāϝāĻŧāĻ āϏāϰāĻā§āĻāĻžāĻŽ
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đš ā§Ģ. ACV Test āĻāϰāĻžāϰ āĻĒāĻĻā§āϧāϤāĻŋâStep by Step
STEP 1: Sample Preparation
āĻĒā§āϰāϤāĻŋāύāĻŋāϧāĻŋāϤā§āĻŦāĻŽā§āϞāĻ Aggregate Sample āϏāĻāĻā§āϰāĻš āĻāϰ⧠14 mm sieve āĻĻāĻŋāϝāĻŧā§ āĻĒāĻžāϏ āĻāϰāĻž āĻāĻŦāĻ 10 mm sieve-āĻ retained āĻĨāĻžāĻāĻž Aggregate Fraction āĻĒā§āϰāϏā§āϤā§āϤ āĻāϰāϤ⧠āĻšāĻŦā§āĨ¤
STEP 2: Oven Drying
āύāĻŽā§āύāĻž \(105 \pm 5^\circ C\) āϤāĻžāĻĒāĻŽāĻžāϤā§āϰāĻžāϝāĻŧ āĻļā§āĻāĻŋāϝāĻŧā§ āĻāĻĒāϝā§āĻā§āϤāĻāĻžāĻŦā§ āĻ āĻžāύā§āĻĄāĻž āĻāϰāϤ⧠āĻšāĻŦā§āĨ¤
STEP 3: Filling and Tamping
āĻĒā§āϰāϏā§āϤā§āϤ Aggregate-āĻā§ ACV Cylinder-āĻ āϤāĻŋāύāĻāĻŋ āĻĒā§āϰāĻžāϝāĻŧ āϏāĻŽāĻžāύ āϏā§āϤāϰ⧠āĻāϰāϤ⧠āĻšāĻŦā§āĨ¤ āĻĒā§āϰāϤāĻŋāĻāĻŋ āϏā§āϤāϰ⧠Tamping Rod āĻĻāĻŋāϝāĻŧ⧠⧍ā§Ģ āĻŦāĻžāϰ Tamping āĻāϰāϤ⧠āĻšāĻŦā§āĨ¤
STEP 4: Applying Compressive Load
Plunger āϏā§āĻĨāĻžāĻĒāύ āĻāϰ⧠Cylinder Assembly-āĻā§ Compression Testing Machine-āĻ āϏāĻ āĻŋāĻāĻāĻžāĻŦā§ āĻŦāϏāĻžāϤ⧠āĻšāĻŦā§āĨ¤ āĻāϰāĻĒāϰ āύāĻŋāϰā§āϧāĻžāϰāĻŋāϤ āĻĒāĻĻā§āϧāϤāĻŋāϤ⧠āϧā§āϰ⧠āĻ āϏāĻŽāĻžāύāĻāĻžāĻŦā§ Load āĻŦāĻžāĻĄāĻŧāĻŋāϝāĻŧā§ ā§§ā§Ļ āĻŽāĻŋāύāĻŋāĻā§ ā§Ēā§Ļā§Ļ kN-āĻ āĻĒā§āĻāĻāĻžāϤ⧠āĻšāĻŦā§āĨ¤
STEP 5: Sieving
Loading āϏāĻŽā§āĻĒāύā§āύ āĻšāϞ⧠āύāĻŽā§āύāĻž āĻŦā§āϰ āĻāϰ⧠2.36 mm Sieve āĻĻāĻŋāϝāĻŧā§ āĻāĻžāϞāϤ⧠āĻšāĻŦā§āĨ¤ Sieve āĻĻāĻŋāϝāĻŧā§ āĻĒāĻžāϏ āĻāϰāĻž āϏā§āĻā§āώā§āĻŽ āĻāĻŖāĻž āϏāĻāĻā§āϰāĻš āĻāϰāϤ⧠āĻšāĻŦā§āĨ¤
STEP 6: Weighing and Calculation
āĻĒāϰā§āĻā§āώāĻžāϰ āĻāĻā§ āύāĻŋāϰā§āϧāĻžāϰāĻŋāϤ āύāĻŽā§āύāĻžāϰ āĻāϰ āĻāĻŦāĻ 2.36 mm Sieve āĻĻāĻŋāϝāĻŧā§ āĻĒāĻžāϏ āĻāϰāĻž āϏā§āĻā§āώā§āĻŽ āĻāĻŖāĻžāϰ āĻāϰ āĻāĻāύ āĻāϰ⧠āϰā§āĻāϰā§āĻĄ āĻāϰāϤ⧠āĻšāĻŦā§āĨ¤
đ āĻĒāϰā§āĻā§āώāĻžāϰ āĻā§āώā§āϤā§āϰ⧠āĻĒā§āϰāϝā§āĻā§āϝ Standard-āĻāϰ āϏāĻŦ āĻļāϰā§āϤ āĻāĻŦāĻ Laboratory SOP āĻ
āύā§āϏāϰāĻŖ āĻāϰāĻž āĻāϰā§āϰāĻŋāĨ¤
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đš ā§Ŧ. ACV Test-āĻāϰ Calculation
đ Formula:
ACV (%) = (Mâ / Mâ) Ã 100
āϝā§āĻāĻžāύā§,
đ¸ Mâ = āĻĒāϰā§āĻā§āώāĻžāϰ āĻāĻā§ āύāĻŋāϰā§āϧāĻžāϰāĻŋāϤ Aggregate Sample-āĻāϰ āĻāϰ (g)
đ¸ Mâ = 2.36 mm Sieve āĻĻāĻŋāϝāĻŧā§ āĻĒāĻžāϏ āĻāϰāĻž āϏā§āĻā§āώā§āĻŽ āĻāĻŖāĻžāϰ āĻāϰ (g)
Practical Example:
āϧāϰāĻž āϝāĻžāĻ,
Mâ = 3,000 g
Mâ = 600 g
āϤāĻžāĻšāϞā§,
ACV = (600 / 3,000) Ã 100
â
ACV = 20%
āĻ
āϰā§āĻĨāĻžā§, āĻĒāϰā§āĻā§āώāĻžāϰ āύāĻŋāϰā§āϧāĻžāϰāĻŋāϤ āĻĒāĻĻā§āϧāϤāĻŋāϤ⧠āĻĒā§āϰāĻžāĻĨāĻŽāĻŋāĻ āύāĻŽā§āύāĻžāϰ āĻāϰā§āϰ ⧍ā§Ļ% āĻĒāϰāĻŋāĻŽāĻžāĻŖ āĻāĻŖāĻž 2.36 mm Sieve āĻĻāĻŋāϝāĻŧā§ āĻĒāĻžāϏ āĻāϰā§āĻā§āĨ¤ āĻāĻāĻŋāĻā§ āĻĒā§āϰ⧠Aggregate-āĻāϰ ⧍ā§Ļ% āϏāĻŽā§āĻĒā§āϰā§āĻŖ āϧā§āĻŦāĻāϏ āĻšāϝāĻŧā§ āϝāĻžāĻāϝāĻŧāĻž āĻšāĻŋāϏā§āĻŦā§ āĻŦā§āϝāĻžāĻā§āϝāĻž āĻāϰāĻž āϝāĻžāĻŦā§ āύāĻžāĨ¤
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đš ā§. ACV āĻāϤ āĻšāϞ⧠Aggregate āĻā§āϰāĻšāĻŖāϝā§āĻā§āϝ?
ACV-āĻāϰ Acceptance Limit āύāĻŋāϰā§āĻāϰ āĻāϰ⧠Aggregate-āĻāϰ āĻŦā§āϝāĻŦāĻšāĻžāϰ, Project Specification āĻāĻŦāĻ āĻĒā§āϰāϝā§āĻā§āϝ Standard-āĻāϰ āĻāĻĒāϰāĨ¤
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āĻāĻŽ ACV āϏāĻžāϧāĻžāϰāĻŖāϤ āĻāĻžāϞ⧠Crushing Resistance āύāĻŋāϰā§āĻĻā§āĻļ āĻāϰā§āĨ¤
â ī¸ āĻŦā§āĻļāĻŋ ACV āϏāĻžāϧāĻžāϰāĻŖāϤ āĻāĻŽ Crushing Resistance āύāĻŋāϰā§āĻĻā§āĻļ āĻāϰā§āĨ¤
đ āĻā§āĻĄāĻŧāĻžāύā§āϤ Acceptance āĻ
āĻŦāĻļā§āϝāĻ āύāĻŋāϰā§āϧāĻžāϰāĻŋāϤ Specification āĻ
āύā§āϝāĻžāϝāĻŧā§ āĻāϰāϤ⧠āĻšāĻŦā§āĨ¤
āĻā§āύ⧠āĻāĻāĻāĻŋ ACV āĻŽāĻžāύāĻā§ āϏāĻŦ āϧāϰāύā§āϰ Concrete āĻ Road Construction-āĻāϰ āĻāύā§āϝ Universal Acceptance Limit āĻšāĻŋāϏā§āĻŦā§ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻāϰāĻž āϏāĻ āĻŋāĻ āύāϝāĻŧāĨ¤
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đš ā§Ž. ACV āĻ AIV Test-āĻāϰ āĻĒāĻžāϰā§āĻĨāĻā§āϝ
đ§Ē ACV â Aggregate Crushing Value
- āϧā§āϰ⧠āĻĒā§āϰāϝāĻŧā§āĻ āĻāϰāĻž Compressive Load-āĻāϰ āĻ
āϧā§āύ⧠Crushing Resistance āĻŽā§āϞā§āϝāĻžāϝāĻŧāύ āĻāϰā§āĨ¤
đ§Ē AIV â Aggregate Impact Value
- āύāĻŋāϰā§āϧāĻžāϰāĻŋāϤ Impact āĻŦāĻž āĻāĻāĻžāϤā§āϰ āĻ
āϧā§āύ⧠Aggregate-āĻāϰ Resistance āĻŽā§āϞā§āϝāĻžāϝāĻŧāύ āĻāϰā§āĨ¤
āĻāĻāϝāĻŧ āĻĒāϰā§āĻā§āώāĻžāϰ āĻĢāϞāĻžāĻĢāϞ Percentage (%) āĻšāĻŋāϏā§āĻŦā§ āĻĒā§āϰāĻāĻžāĻļ āĻāϰāĻž āĻšāϝāĻŧāĨ¤ āϏāĻžāϧāĻžāϰāĻŖāĻāĻžāĻŦā§ āĻāĻŽ āĻĢāϞāĻžāĻĢāϞ āϏāĻāĻļā§āϞāĻŋāώā§āĻ āϧāϰāύā§āϰ Resistance āĻŦā§āĻļāĻŋ āĻšāĻāϝāĻŧāĻžāϰ āĻāĻā§āĻāĻŋāϤ āĻĻā§āϝāĻŧāĨ¤
āϤāĻŦā§ ACV āĻ AIV āĻĻā§āĻāĻŋ āĻĒā§āĻĨāĻ āĻĒāϰā§āĻā§āώāĻž; āĻāĻāĻāĻŋ āĻĒāϰā§āĻā§āώāĻžāϰ āĻĢāϞāĻžāĻĢāϞ āĻĻāĻŋāϝāĻŧā§ āĻ
āύā§āϝāĻāĻŋāϰ āĻĢāϞāĻžāĻĢāϞ āύāĻŋāĻļā§āĻāĻŋāϤ āĻāϰāĻž āϝāĻžāϝāĻŧ āύāĻžāĨ¤
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đš ⧝. Construction Materials Engineer-āĻāϰ QC Checklist
â
āϏāĻ āĻŋāĻ Source āĻĨā§āĻā§ Representative Sample āϏāĻāĻā§āϰāĻš
â
āϏāĻ āĻŋāĻ Aggregate Fraction āĻĒā§āϰāϏā§āϤā§āϤ
â
Oven Drying āϏāĻŽā§āĻĒāύā§āύ
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āĻĒā§āϰāϤāĻŋāĻāĻŋ āϏā§āϤāϰ⧠āϏāĻ āĻŋāĻ Tamping
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āύāĻŋāϰā§āϧāĻžāϰāĻŋāϤ āϏāĻŽāϝāĻŧā§ Compressive Load āĻĒā§āϰāϝāĻŧā§āĻ
â
2.36 mm Sieve āĻĒāϰāĻŋāώā§āĻāĻžāϰ āĻ āĻāĻĒāϝā§āĻā§āϤ āĻ
āĻŦāϏā§āĻĨāĻžāϝāĻŧ āϰāĻžāĻāĻž
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āύāĻŽā§āύāĻž āĻ Fines āϏāĻāĻā§āϰāĻšā§āϰ āϏāĻŽāϝāĻŧ Material Loss āĻāĻĄāĻŧāĻžāύā§
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Balance āĻ Compression Testing Machine-āĻāϰ Calibration āϝāĻžāĻāĻžāĻ
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Calculation āĻ Test Report āĻĒā§āύāϰāĻžāϝāĻŧ āϝāĻžāĻāĻžāĻ
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Project Specification-āĻāϰ āϏāĻā§āĻā§ āĻĢāϞāĻžāĻĢāϞ āϤā§āϞāύāĻž
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đš ā§§ā§Ļ. Construction Materials Engineer-āĻāϰ āĻā§āϰā§āϤā§āĻŦāĻĒā§āϰā§āĻŖ QC Checklist
āĻĒāϰā§āĻā§āώāĻžāϰ āĻĢāϞāĻžāĻĢāϞ āϰāĻŋāĻĒā§āϰā§āĻ āĻāϰāĻžāϰ āĻāĻā§ āύāĻŋāĻļā§āĻāĻŋāϤ āĻāϰā§āύ:
- [ ] āύāĻŽā§āύāĻž āϏāĻ āĻŋāĻ Source āĻĨā§āĻā§ āϏāĻāĻā§āϰāĻš āĻāϰāĻž āĻšāϝāĻŧā§āĻā§āĨ¤
- [ ] 14 mmâ10 mm Aggregate Fraction āϏāĻ āĻŋāĻāĻāĻžāĻŦā§ āĻĒā§āϰāϏā§āϤā§āϤ āĻāϰāĻž āĻšāϝāĻŧā§āĻā§āĨ¤
- [ ] Oven Drying āϏāĻŽā§āĻĒāύā§āύ āĻšāϝāĻŧā§āĻā§āĨ¤
- [ ] āĻĒā§āϰāϤāĻŋāĻāĻŋ āϏā§āϤāϰ⧠Tamping āϏāĻ āĻŋāĻāĻāĻžāĻŦā§ āĻāϰāĻž āĻšāϝāĻŧā§āĻā§āĨ¤
- [ ] Compression Load āύāĻŋāϰā§āϧāĻžāϰāĻŋāϤ āϏāĻŽāϝāĻŧā§ āĻĒā§āϰāϝāĻŧā§āĻ āĻāϰāĻž āĻšāϝāĻŧā§āĻā§āĨ¤
- [ ] 2.36 mm Sieve āĻĒāϰāĻŋāώā§āĻāĻžāϰ āĻ āĻāĻĒāϝā§āĻā§āϤ āĻ
āĻŦāϏā§āĻĨāĻžāϝāĻŧ āĻāĻā§āĨ¤
- [ ] āύāĻŽā§āύāĻž āĻŦāĻž Fines āϏāĻāĻā§āϰāĻšā§āϰ āϏāĻŽāϝāĻŧ āĻā§āύ⧠āĻāĻĒāĻžāĻĻāĻžāύ āĻšāĻžāϰāĻžāϝāĻŧāύāĻŋāĨ¤
- [ ] Balance āĻāĻŦāĻ Compression Testing Machine-āĻāϰ Calibration āĻŦā§āϧ āĻāĻā§āĨ¤
- [ ] Calculation āϏā§āĻŦāĻžāϧā§āύāĻāĻžāĻŦā§ āϝāĻžāĻāĻžāĻ āĻāϰāĻž āĻšāϝāĻŧā§āĻā§āĨ¤
- [ ] āĻĢāϞāĻžāĻĢāϞ Project Specification-āĻāϰ Acceptance Criteria-āĻāϰ āϏāĻā§āĻā§ āϤā§āϞāύāĻž āĻāϰāĻž āĻšāϝāĻŧā§āĻā§āĨ¤
đ¯ ENGINEERING TAKEAWAY
Aggregate Crushing Value Test āĻšāϞ⧠Coarse Aggregate-āĻāϰ Crushing Resistance āĻŽā§āϞā§āϝāĻžāϝāĻŧāύā§āϰ āĻāĻāĻāĻŋ āĻā§āϰā§āϤā§āĻŦāĻĒā§āϰā§āĻŖ Laboratory TestāĨ¤ āϏāĻ āĻŋāĻ Sample Preparation, āύāĻŋāϰā§āĻā§āϞ Loading, āϏāĻ āĻŋāĻ Sieving āĻāĻŦāĻ CalculationâāĻĒā§āϰāϤāĻŋāĻāĻŋ āϧāĻžāĻĒāĻ āύāĻŋāϰā§āĻāϰāϝā§āĻā§āϝ āĻĢāϞāĻžāĻĢāϞ āĻĒāĻžāĻāϝāĻŧāĻžāϰ āĻāύā§āϝ āĻā§āϰā§āϤā§āĻŦāĻĒā§āϰā§āĻŖāĨ¤
āĻŽāύ⧠āϰāĻžāĻāĻŦā§āύ, Good Material Selection + Proper Testing + Effective Quality Control = Better Construction Quality.
đˇââī¸ āĻāĻĒāύāĻŋ āĻāĻŋ Construction Materials Testing, Concrete Testing, Soil Testing āĻāĻŦāĻ QA/QC Engineering āϏāĻŽā§āĻĒāϰā§āĻā§ āĻāϰāĻ āĻŦāĻžāϏā§āϤāĻŦāĻāĻŋāϤā§āϤāĻŋāĻ āĻĒā§āϏā§āĻ āĻāĻžāύ? āĻŽāύā§āϤāĻŦā§āϝ⧠āĻāĻĒāύāĻžāϰ āĻĒā§āϰāĻļā§āύ āϞāĻŋāĻā§āύāĨ¤