CONCRETE MAKING MATERIALS II AGGREGATE CLASSIFICATION OF AGGREGATES

CONCRETE MAKING MATERIALS –II: AGGREGATE

CLASSIFICATION OF AGGREGATES • ACCORDING TO GEOLOGICAL ORIGIN – NATURAL AGGREGATE – ARTIFICIAL AGGREGATE • ACCORDING TO SIZE – – FINE AGGREGATE COARSE AGGREGATE ALL-IN-AGGREGATE SINGLE-SIZE-AGGREGATE • ACCORDING TO SHAPE – – ROUNDED AGGREGATE IRREGULAR AGGREGATES ANGULAR AGGREGATE FLAKY AND ELONGATED AGGREGATE • BASED ON UNIT WEIGHT – NORMAL-WEIGHT AGGREGATE – HEAVY-WEIGHT OR HIGH-DENSITY AGGREGATE – LIGHT-WEIGHT AGGREGATE

CHARACTERISTICS OF AGGREGATES • • STRENGTH OF AGGREGATE PARTICLE SHAPE AND TEXTURE SPECIFIC GRAVITY BULK DENSITY • POROSITY AND ABSORPTION OF AGGREGATES • MOISTURE CONTENT OF AGGREGATE • BULKING OF FINE AGGREGATE

Percentage of Bulking of Sand with Moisture Content

DETERMINATION OF PERCENTAGE OF BULKING BY FIELD TEST • Fill a sample of moist fine aggregate (sand) into a measuring cylinder in the normal manner. Note down the level, say h 1. • Pour water into a measuring cylinder and completely cover the sand with water and shake it. Since the volume of the saturated sand is the same as that of the dry sand, the saturated sand completely offsets the bulking effect. Note down the level of sand, say h 2. • Subtract the final level h 2 from initial level h 1 (i. e. h 1 -h 2), which shows the bulking of sand under test. • Calculate percentage of bulking using formula given below. • Percentage of bulking = [(h 1 -h 2)/h 2]*100

DELETRIOUS SUBSTANCES IN AGGREGATES Deleterious Materials – Aggregates shall not contain any harmful material, such as pyrites, coal, lignite, mica, shale or similar laminated material, clay, alkali, soft fragments, sea shells and organic impurities in such quantity as to affect the strength or durability of the concrete. Aggregates to be used for reinforced concrete shall not contain any material liable to attack the steel reinforcement. Aggregates which are chemically reactive with alkalis of cement are harmful as cracking of concrete may take place

SOUNDNESS OF AGGREGATE • The ability of the aggregate to resist excessive changes in volume due to changes in environmental conditions.

ALKALI-AGGREGATE REACTION (AAR) OR ALKALI-SILICA REACTIVITY (ASR) • • • REACTIVITY OF AGGREGATE ALKALI CONTENT IN CEMENT AVAILABILTY OF MOISTURE TEMPERATURE CONDITIONS ALKALI-AGGREGATE REACTION MECHANISM CONTROL OF ALKALI-AGGREGATE REACTION

FINENESS MODULUS

GRADING AND SURFACE AREA OF AGGREGATE • GAP-GRADED AGGREGATE • GRADING LIMITS • CRUSHED SAND

GRADING LIMITS FOR FINE AGGREGATES IS: 383 -1970 Percentage of Passing For Sieve Size Grading Zone-III Grading Zone-IV 10 mm 100 100 4. 75 mm 90 – 100 95 – 100 2. 36 mm 60 – 95 75 – 100 85 – 100 95 – 100 1. 18 mm 30 – 70 55 – 90 75 – 100 90 – 1000 600 micron 15 – 34 35 – 59 60 – 79 80 – 100 300 micron 5 – 20 8 – 30 12 – 40 15 – 50 150 micron 0 – 10 0 – 15

GRADING LIMITS FOR SINGLE-SIZED COARSE AGGREGATE OF NOMINAL SIZE 63 mm 40 mm 20 mm 16 mm 12. 5 mm 10 mm Sieve Size (mm) (Percentage of Passing) 80 100 – – – 63 85 to 100 – – 40 0 to 30 85 to 100 – – – 20 0 to 5 0 to 20 85 to 100 – – 16 – – – 85 to 100 – 12. 5 – – 85 to 100 10 0 to 5 0 to 20 0 to 30 0 to 45 85 to 100 4. 75 – – 0 to 5 0 to 10 0 to 20 2. 36 – – – 0 to 5

GRADING LIMITS FOR COARSE AGGREGATE 40 mm 20 mm 16 mm 12. 5 mm Sieve Size (mm) (Percentage of Passing for graded aggregate of nominal size, mm) 80 100 – – – 63 – – 40 95 to 100 – – 20 30 to 70 95 to 100 100 16 – – 90 to 100 – 12. 5 – – – 90 to 100 10 10 to 35 25 to 55 30 to 70 40 to 85 4. 75 0 to 10 2. 36 – –

GRADING LIMIT OF ALL IN AGGREGATE Percentage of Passing For All-in-Aggregate Sieve Size 40 mm Nominal Size 20 mm Nominal Size 80 mm 100 – 40 mm 95 – 100 20 mm 45 – 75 95 – 100 4. 75 mm 25 – 45 30 – 50 600 micron 8 – 30 10 – 35 150 micron 0– 6