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Control Tests for Concrete Ch. 16

Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

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Frequency of Testing FA Aggregate Moisture testing Twice daily 1% change effects mix water requirement by 13 pcy 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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Page 1: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Control Tests for Concrete

Ch. 16

Page 2: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

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

Page 3: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Frequency of Testing FA Aggregate Moisture testing

Twice daily 1% change effects mix water requirement

by 13 pcy Slump Test

First batch of concrete delivered each day When consistency appears to vary Strength cylinders are made Temperature of concrete recorded

Page 4: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Con’t Air content tests

Initial batch of concrete When concrete test cylinders are

made Temperature of concrete recorded

Page 5: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Con’t 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

surface area for slabs and walls. One 7-day, two 28-day cylinders are

required for each test and one or more “hold” specimens.

Page 6: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Moisture Content of Aggregates Oven dry method Microwave Moisture meter

Electrical resistivity

Page 7: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

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 ½ minutes after obtaining sample

K-slump tester Kelly Ball Vebe consistometer

Page 8: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Con’t Temperature measurement

ASTM – C 1064 This test should be completed within 5

minutes after obtaining the sample Air content

ASTM C 231 – pressure method ASTM C 173 – volumetric method Test to be started within 5 minutes after

obtaining sample

Page 9: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Density and Yield ASTM C 138

Unit weight of plastic concrete Yield provides information concerning

volumetric quantity of concrete produced per batch

Y = total weight of components/unit weight

Page 10: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Time of setting ASTM C 403

Penetration resistance as a function of time

Initial set 500 psi (2-6 hours) Final set 4000 psi (4-12 hours)

Page 11: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Strength specimens ASTM C 31 –field molded specimens ASTM C 192 – laboratory specimens 6 x 12 for 1 inch or greater max size CA 4 x 8 for ¾-inch or less Beams are 6 x 6 x 30-inches Field specimens cured in same manner

as structure Lab specimens cured in sat. limewater

or moist room.

Page 12: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

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 point loading.

ASTM C-293 for flexural strength using center point loading.

Page 13: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

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. ASTM C496

fr = 7.5*(f’c)1/2

Page 14: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Failure Modes of Compression Testing

Page 15: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Flexure Strength Testing - Third Point Loading

Page 16: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Flexure Strength Testing - Center Point Loading

P

L = span

depth

Page 17: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Splitting Tensile Test

Page 18: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Air Content Petrographic Determination ofAir-

Void System, ASTM C457 hardened concrete air-void system void size and air-void distribution

system freeze/thaw durability

Page 19: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Density(Gs), Absorption and Voids

ASTM C642 Density or Unit Weight of Hardened

Concrete Absorption of Hardened Concrete Volume of Voids in Hardened

Concrete Density of Hardened Concrete by

Nuclear Density Gage

Page 20: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Other Tests Determination of Chloride Ion

Content in Hardened Concrete ASTM C1152 ASTM C1218

Volume and Length Change Shrinkage of Hardened Concrete

ASTM C157

Page 21: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

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

Page 22: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Corrosion Determination - Potentiometric Mapping

Page 23: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Con’t Abrasion Resistance

ASTM C779 ASTM C944 ASTM C1138 (underwater test)

Carbonation Phenolphthalein indicator method

Permeability ASTM C1202 “Rapid Chloride Permeability

Test

Page 24: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Nondestructive Test Methods

Rebound Hammer Tests Schmidt Hammer

Page 25: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

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

Page 26: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

NDTPenetration Testing

- Windsor Probe Maturity Testing

In-place Compressive Strength Pullout Tests

In-place Shear Strength

Page 27: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

NDT Ultrasonic Pulse Velocity

Dynamic modulus of elasticity Cracking

Page 28: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Pulse Velocity Testing

Page 29: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

NDT Other Dynamic Tests

Impact echo

Page 30: Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics

Impact Echo Testing