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Aggregate Blending Thursday February 22, 2018

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Page 1: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Aggregate Blending

Thursday February 22, 2018

Page 2: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Concrete

Cementitous

water & admixtures

GLUE!

Page 3: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Typical Components of Concrete

Fine aggregate

25%

coarse aggregate

45%

water & admixtures

15%

Cementitous

10%

air 5%

Page 4: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Characteristics of Aggregates• Gradation

• Specific Gravity

• Moisture Content

• Strength

• Freeze-thaw resistance

Cost & Availability

Page 5: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use
Page 6: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Curling/Warping

Page 7: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

A Little Science

(Just a little, I promise)

Page 8: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Concrete water content vs. ultimate shrinkage

8

Page 9: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

The Move to Larger Aggregate

• Many engineers are looking to use

– concrete with larger aggregates

– More aggregate in the mixture

Page 10: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Aggregates grading and size

effects A mixture of particle

sizes is more

efficient at filling

void space than all

particles of any one

size.

Larger maximum

sizes also help

graded aggregates

fill volume more

effectively.

Page 11: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Cubic Yard

3’

3’

3’

Volume =27cf Surface Area = 162 Sf

Page 12: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

CUBIC YARD

3’

3’

3’

Volume = 27 cf Surface Area = 54 sf

Page 13: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Effects of aggregate grading on mixture paste fraction

Page 14: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Tools for analyzing combined aggregate grading

Page 15: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Coarseness Factor Chart

Page 16: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

ACI 302

Page 17: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Individual Percent Retained

Page 18: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

8-18

0%

2%

4%

6%

8%

10%

12%

14%

16%

18%

20%

22%

24%

26%

28%

30%

2" 1.5" 1" 3/4" 1/2" 3/8" #4 #8 #16 #30 #50 #100 #200

ASTM Standard Sieve Size

Combined % Retained

Original Revised

Page 19: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

0.45 Power Curve

1.5

"

1"

3/4

"

1/2

"

3/8

"

#4

#8

#16

#30

#50

#100

#200

0.0%

10.0%

20.0%

30.0%

40.0%

50.0%

60.0%

70.0%

80.0%

90.0%

100.0%

ASTM Standard Sieve Size

0.45 Power Curve

Orig

Rev

0.45 Power Curve

Perc

ent P

assin

g

Page 20: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Oklahoma State University

Page 21: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

8-18

0%

2%

4%

6%

8%

10%

12%

14%

16%

18%

20%

22%

24%

26%

28%

30%

2" 1.5" 1" 3/4" 1/2" 3/8" #4 #8 #16 #30 #50 #100 #200

ASTM Standard Sieve Size

Combined % Retained

Original Revised

0%

2%

4%

6%

8%

10%

12%

14%

16%

18%

20%

22%

24%

26%

28%

30%

2" 1.5" 1" 3/4" 1/2" 3/8" #4 #8 #16 #30 #50 #100 #200

ASTM Standard Sieve Size

Combined % Retained

Original Revised

Page 22: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Tools to Assist

• Shilestone Software

• Compass

• www.trantulacurve.com

• Make your own spreadsheet?

• But… Math is based on volume, not weight

Page 23: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use
Page 24: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Issues

Page 25: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

CRT’s Opinion

• Larger top size

– Approximately 5% retained on the 1”

• Of all aggregates, not just the coarse

• Better graded

– No holes

Page 26: Aggregate Blending - indianaconcretepavement.comindianaconcretepavement.com/.../2018/02/CRT-Aggregate-Blending.pdfThe Move to Larger Aggregate •Many engineers are looking to use

Example

• The process works

• Example