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    Control Tests for Concrete

    Ch. 16

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    Project Specifications Characteristics of the mixture

    Maximum size aggregate

    Minimum cement content Characteristics of the cement, water

    aggregates and admixtures

    Characteristics of the plastic and/or hardened

    concrete Temperature, slump, air content

    Compressive and/or flexural strength

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    Frequency of Testing FA Aggregate Moisture testing

    Twice daily

    1% change effects mix water requirement by 13pcy

    Slump Test

    First batch of concrete delivered each day

    When consistency appears to vary

    Strength cylinders are made

    Temperature of concrete recorded

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    ContAir content tests

    Initial batch of concrete

    When concrete test cylinders are made

    Temperature of concrete recorded

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    Cont Concrete strength testing for each class of

    concrete placed

    Not less than once per day Not less than once for each 150 cy of concrete

    placed

    Not less than once for each 5000 sq ft. of surfacearea for slabs and walls.

    One 7-day, two 28-day cylinders are requiredfor each test and one or more holdspecimens.

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    Moisture Content of

    Aggregates Oven dry method

    Microwave

    Moisture meter

    Electrical resistivity

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    Plastic Concrete Sampling freshly mixed concrete

    ASTM C 172

    2 or more portions within a 15 minute window Consistency

    Slump test ASTM C 143 Test to be completed in 2 minutes after obtaining

    sample

    K-slump tester

    Kelly Ball

    Vebe consistometer

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    Cont Temperature measurement

    ASTM C 1064

    This test should be completed within 5 minutesafter obtaining the sample

    Air content

    ASTM C 231 pressure method

    ASTM C 173 volumetric method

    Test to be started within 5 minutes after obtainingsample

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    Density and YieldASTM C 138

    Unit weight of plastic concrete

    Yield provides information concerningvolumetric quantity of concrete producedper batch

    Y = total weight of components/unit weight

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    Time of settingASTM C 403

    Penetration resistance as a function of time

    Initial set 500 psi (2-6 hours)

    Final set 4000 psi (4-12 hours)

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    Strength specimens ASTM C 31field molded specimens

    ASTM C 192 laboratory specimens

    6 x 12 for 1 inch or greater max size CA 4 x 8 for -inch or less

    Beams are 6 x 6 x 30-inches

    Field specimens cured in same manner asstructure

    Lab specimens cured in sat. limewater ormoist room.

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    Destructive Testing of

    Hardened Concrete ASTM C 39 for test cylinders

    Strength effected by L/D ratio

    Condition of the ends of samples

    Sulfur mortar caps vs unbonded neoprene caps Loading rate (20-50 psi/sec)

    ASTM C-78 for flexural strength using third pointloading.

    ASTM C-293 for flexural strength using center pointloading.

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    Strength Tests of Hardened

    Concrete Compressive Strength Testing of Concrete,

    ASTM C39

    Unbonded neoprene caps, ASTM C1231 Flexural Strength - 3rd Point Method, ASTM

    C78

    Flexural Strength - Center Point Loading,ASTM C293

    Splitting Tensile Strength of Concrete. ASTMC496

    fr = 7.5*(fc)1/2

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    Failure Modes of Compression

    Testing

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    Flexure Strength Testing -

    Third Point Loading

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    Flexure Strength Testing -Center Point Loading

    P

    L = span

    depth

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    Splitting Tensile Test

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    Air Content

    Petrographic Determination ofAir-VoidSystem, ASTM C457

    hardened concrete air-void system

    void size and air-void distribution system

    freeze/thaw durability

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    Density(Gs), Absorption andVoids

    ASTM C642

    Density or Unit Weight of HardenedConcrete

    Absorption of Hardened Concrete

    Volume of Voids in Hardened Concrete

    Density of Hardened Concrete byNuclear Density Gage

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    Other Tests

    Determination of Chloride Ion Contentin Hardened Concrete ASTM C1152

    ASTM C1218

    Volume and Length Change

    Shrinkage of Hardened ConcreteASTM C157

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    Durability Frost Resistance

    ASTM C666

    Freezing in air and thawing in water

    Freezing in water and thawing in water Dynamic modulus of elasticity

    Sulfate Resistance

    ASTM C1012

    Corrosion Resistance

    ASTM C876 - Potentiometric Mapping

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    Corrosion Determination -Potentiometric Mapping

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    Cont

    Abrasion Resistance

    ASTM C779

    ASTM C944 ASTM C1138 (underwater test)

    Carbonation

    Phenolphthalein indicator method

    Permeability

    ASTM C1202 Rapid Chloride Permeability Test

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    Nondestructive Test Methods

    Rebound Hammer Tests

    Schmidt Hammer

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    http://www.corvib.com/concrete/schmidt.htm

    http://www.worldoftest.com/images/ndt/WM250.jpg
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    NDT

    Penetration Testing- Windsor Probe

    Maturity Testing In-place Compressive Strength

    Pullout Tests

    In-place Shear Strength

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    NDT

    Ultrasonic Pulse Velocity

    Dynamic modulus of elasticity

    Cracking

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    Pulse Velocity Testing

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    NDT

    Other Dynamic Tests

    Impact echo

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    Impact Echo Testing