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A New Test Method to Measure the Freeze Thaw Durability of Fresh Concrete Braden Tabb, Robert Felice, John Michael Freeman, Robert Frazier, David Welchel Tyler Ley, P.E., Ph. D

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Page 1: super air meter

A New Test Method to Measure the Freeze Thaw Durability of

Fresh Concrete

Braden Tabb, Robert Felice, John Michael Freeman, Robert Frazier, David Welchel

Tyler Ley, P.E., Ph. D

Page 2: super air meter

Acknowledgements

• Oklahoma Transportation Center • CP Tech Center • Portland Cement Association

Page 3: super air meter

Summary

• Some basics of air entrained concrete… • The Super Air Meter • The future

Page 4: super air meter

What is…

Concrete

PCA Photo

Page 5: super air meter

What is…

Air-entrained concrete

Page 6: super air meter

Why Do We Add Air to Concrete?

• Air-entrained bubbles are the key to the freeze-thaw resistance of concrete Air volume = Freeze Thaw Performance

• Smaller bubbles are more effective in providing freeze-thaw resistance than larger bubbles

Page 7: super air meter

• Volume of air provided is the same for both circumstances.

• Case B has a lower spacing factor and a higher specific surface.

A B

What Do You Want in an Air-Void System?

Page 8: super air meter

A B

• Volume of air provided is the same for both circumstances.

• Case B has a lower spacing factor and a higher specific surface.

What Do You Want in an Air-Void System?

Page 9: super air meter

Current Measuring Techniques

PCA photo

ASTM C 231 PCA photo

ASTM C 173 ASTM C 138

These only measure volume!!!

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Hardened Air Void Analysis

From Hover

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Hardened Air Void Analysis

From Hover

Page 12: super air meter

Open symbols failed ASTM C666

0.004

0.006

0.008

0.010

0.012

0.014

0.016

0.018

0.020

0.022

0.024

2.0% 3.0% 4.0% 5.0% 6.0% 7.0% 8.0% 9.0%

Sp

acin

g F

acto

r (i

n)

Air Content of Concrete (Pressure)

No Polycarboxylate

Open symbols failed ASTM C666

Freeman et al., 2012

Page 13: super air meter

0.004

0.006

0.008

0.010

0.012

0.014

0.016

0.018

0.020

0.022

0.024

2.0% 3.0% 4.0% 5.0% 6.0% 7.0% 8.0% 9.0%

Sp

acin

g F

acto

r (i

n)

Air Content of Concrete (Pressure)

No Polycarboxylate

Polycarboxylate

Open symbols failed ASTM C666

Freeman et al., 2012

Page 14: super air meter

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0018

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+

norm

alize

d Ai

r Con

tent

Fra

ctio

n

Chord Size, microns

WROS OnlyPC1 + WROS

Freeman et al., 2012

small voids large voids

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2020

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0014

00 -

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1600

- 18

0018

00 -

2000

2000

+

norm

alize

d Ai

r Con

tent

Fra

ctio

n

Chord Size, microns

WROS OnlyPC1 + WROS

Look at the difference in the volume of the air voids!!!

Freeman et al., 2012

small voids large voids

Page 16: super air meter

Summary • It is common to require a certain

volume of air in concrete in order to obtain freeze thaw durability

• The volume of air does not equal air void system quality

• Although, a hardened air void analysis (ASTM C 457) can measure the air-void quality it is not practical to run regularly

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What do we need? • We need a test that can quantify air-

void systems quickly in fresh concrete • Investigate a sample of significant size • Economical • Field ready

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Super Air Meter (SAM) • We have modified a typical ASTM C

231 pressure meter so that it can hold larger pressures

• We have replaced the typical gage with a digital one

• The test takes 8 minutes

Page 19: super air meter

digital gauge

Six clamps!

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How does it work? • Use ASTM C 231 procedures to fill the

measurement bowl • Secure the lid • Add water through the petcocks

Page 21: super air meter

top chamber

bottom chamber

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0

15

30

45

60

75

90

0

App

lied

Pres

sure

(psi

)

Time

Top Chamber, Pc1

Bottom Chamber, Pa1

Equilibrium Pressure, P2When both chambers are in contact with one another

Top Chamber

Bottom Chamber

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0

15

30

45

60

75

90

0

App

lied

Pres

sure

(psi

)

Time

Top Chamber, Pc1

Bottom Chamber, Pa1

Equilibrium Pressure, P2When both chambers are in contact with one another

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0

15

30

45

60

75

90

0

App

lied

Pres

sure

(psi

)

Time

Top Chamber, Pc1

Bottom Chamber, Pa1

Equilibrium Pressure, P2When both chambers are in contact with one another

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0

15

30

45

60

75

90

0

App

lied

Pres

sure

(psi

)

Time

Top Chamber, Pc1

Bottom Chamber, Pa1

Equilibrium Pressure, P2When both chambers are in contact with one another

release pressure in both chambers

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0

15

30

45

60

75

90

0

App

lied

Pres

sure

(psi

)

Time

Top Chamber, Pc1

Bottom Chamber, Pa1

Equilibrium Pressure, P2When both chambers are in contact with one another

Page 27: super air meter

0

15

30

45

60

75

90

0

App

lied

Pres

sure

(psi

)

Time

Top Chamber, Pc1

Bottom Chamber, Pa1

Equilibrium Pressure, P2

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How does it work? • We use an algorithm to find a SAM

number. • The SAM number correlates to air

void distribution • The meter also measures air volume

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How can we prove it? • We made 95 concrete mixtures • Different AEAs • Combinations of AEAs and PCs • Different w/cm (0.39 - 0.53) • Slumps from 0.25” to 10” • Air contents from 1.25% to 10% • Hardened air void analysis (ASTM C

457) was completed on each mixture • Values were compared to the SAM

number

Page 30: super air meter

ACI 201

PASS

FAIL

Page 31: super air meter

0%

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100%

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7

Mod

ulus

(%)

SAM NumberSAM Number

PASS

FAIL

Page 32: super air meter

Observations • When the SAM number is below 0.2

then the spacing factor is below 0.008” for 90% of the samples and 98% of the samples had a spacing factor below 0.010”

• The SAM number seems to correlate with the amount of small bubbles in the sample

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How Consistent Is It? • We ran the following on each of the 95

mixtures with two separate SAMs: – Air contents – SAM numbers – ASTM C 457 hardened air void analysis – Unit Weight

Page 34: super air meter

y = 1.015x - 0.0227R² = 0.9932

0

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8

9

0 1 2 3 4 5 6 7 8 9

SAM

2 A

ir Co

nten

t (%

)

SAM 1 Air Content (%)

Mean Difference -0.005% Standard dev. 0.064%

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Mean Difference 0.006 Standard dev. 0.049

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y = 0.9982x + 0.2504

R² = 0.9668y = 0.9965x + 0.3611

R² = 0.9651

0

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0 1 2 3 4 5 6 7 8 9 10

Supe

r Air

(%)

Gravimetric Calculated Air (%)

Page 38: super air meter

Conclusions • The SAM test can be completed in

about 10 minutes with fresh concrete • A SAM number of 0.20 seems to

correlate with the ASTM C 457 spacing factor of 0.008” and freeze thaw durability as per ASTM C 666

• Two SAMs have been shown to provide consistent results.

Page 39: super air meter

www.superairmeter.com

SAMs should be available April 2014

Page 40: super air meter

Questions???