aggregate testing ismail c t

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    Aggregate

    Testing

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    CRUSHING VALUE TESTI.S 2386 (Part 4)-1963 describe method of testing of aggregate for concrete. The

    compressive strength of concrete is mainly depended on aggregate crushing

    strength.

    Apparatus: I.S. sieve 12.5 mm, 10 mm, 2.36mm.Cylinder size 11.5 cm dia & 18 cm height.

    Mould 15.2 cm & 13 cm height

    Compressive testing machine.

    Balance, weight.

    Material: Oven dried sample

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    Procedure: Take surface dry aggregate which are retained on 10mm sieve passing from 12.5 mm sieve

    Fill the sample into the cylinder

    Weight the sample at accuracy of 1 gm as W1.

    Place the sample into mould into three uniform layers

    Each layer being compacted by 25 strokes of iron rod having length of 16

    mm dia and 60 cm length rod

    Level the top surface of aggregate in the mould and keep the mould under

    compression testing machine.Apply 40 ton load through a 15 cm &

    plunger resisting on level surface.

    The rate of loading should be uniform and total load should be applied

    within 10 minutesPass material through 2.36 mm I.S sieve.

    Weight portion passing through sieve as W2 and express a percentage of

    total weight.

    Calculation = W2/W1 * 100%

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    I S Value :

    For non wearing surface of concrete 45%

    For wearing surface road runway 30%

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    Aggregate Impact value Test

    It shows the resistance of aggregate to sudden shock applied to it

    For this aggregate passing from 12.5mm IS sieve and retained on 10mm IS sieve are used

    Apparatus & Material: Aggregate impact testing machine

    Balance Weight

    IS sieve 12.5 mm IS sieve, 10 mm IS

    sieve and 2.36 mm IS sieve

    Oven dried aggregate

    Tamping rod 10 mm dia, 230 mm long.

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    Procedure: Take IS sieve passing from 12.5 mm IS sieve and retained on 10 mm

    IS sieve

    Fill this aggregate in cylinder in three equal layers, give 25 blows of iron rod to each

    layer of aggregate

    Take weight of aggregate in cylinder as W1

    Make 15 blows on aggregate in cylinder with help of hammer having 14 Kg weight

    and is allowed to fall free on aggregate from height of 380 mm

    Than pass sample from 2.36 mm IS sieve and weight the sample passing from

    sieve as W2

    Aggregate impact value = W2/W1 * 100

    Aggregate impact value

    Result of test should not be above 45% for aggregate used in construction other

    than road work

    Result of test should not be above 30% for aggregate used in road work

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    Aggregate Abrasion Test:

    Value of aggregate to resist abrasion is found out by this test

    Result of this test are used for selecting aggregate in construction of roads,

    wear house floor, pavements etc.

    Apparatus: Loss Angeles Abrasion Testing machine

    Sieve 12.5 mm, 10 mm and 1.7 mm

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    Procedure: Take 5 Kg of sample of aggregate which passes through 12.5 mmIS sieve and retained on 10 mm IS sieve

    Dry this sample in oven at 105 to 100 degree centigrade temperature

    Now put the aggregate in the drum of Loss Angles abrasion testing machine

    (dia of drum is 70 cm and length of drum is 50cm IS sieve)

    Now add steel sphere of weight 390 to 445 gm of radius 4.8 cm into the drum.

    Now rotate drum at speed of 30 to 33 RPM for500 revolution

    Now take out aggregate from drum and sieve sample from 1.7 mm IS sieve

    Now W1 = aggregate total weight 5 Kg

    W2 = aggregate weight passed from IS 1.7 mm IS sieve

    Aggregate abrasion value is W2/W1 * 100

    Aggregate abrasion value:

    Should not be greater than 30% for aggregate used in road

    And not greater than 50% for aggregate used in building construction

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    GradingGrading No ofNo ofspheresphere

    Weight ofWeight ofChargeCharge(gm)(gm)

    A A 1212 5000+/5000+/-- 2525

    BB 1111 4584+/4584+/-- 2525

    CC 88 3330+/3330+/-- 2020

    DD 66 2500+/2500+/-- 1515

    EE 1212 5000+/5000+/-- 2525

    FF 1212 5000+/5000+/-- 2525

    WEIGHT OF CHARGE AND NUMBER OF

    SPHERES FOR DIFFERENT GRADING