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Cements in Nebraska
Mick Syslo, P.E.
Materials & Research Engineer, NDOR
Cements In Nebraska
• A quick review
• What’s changed
• Where we are headed
A QUICK REVIEW
Cement
• Crushed Rock
Limestone*
Shale
Iron Ore
Sand
• Heated to 2700 oF
QUICK FACTS
Most consumed substances in the world?
#1 - Water
#2 - Concrete
#3 -
Back to Cement
Cement
• Crushed Rock
Limestone*
Shale
Iron Ore
Sand
• Heated to 2700 oF
CO2 Emissions
• 50% Limestone Burn off
CaO3 = CaO + CO2
• 50% burning of fuel to heat
What’s Changed?
Late 70’s – 80’s
• Emission Requirements began to change
• Resulting in changes in the alkali /
alkalinity of Cement
– Sodium Oxide (Na2O)
– Potassium Oxide (K2O)
– Calcium Oxide (CaO)
The Effects?
Concrete
• Rock
Ledge Rock
Gravel
Sand
• Water
• Cement
Since Cement changed
Concrete Changed
•ASR
Not new, but MUCH MUCH more prevalent!
ASR = Alkali-Silica Reaction
• Alkali – Cements (CaO)
• Silica – Aggregate (SiO2)
• Water (H2O)
ASR
Gel
CaO
H2OSiO
START EXPERIMENT
The Effects?
Concrete produced after 1985 began showing early distresses
The Effects?
By late 1990’s and early 2000’s
Nebraska….well the nation had major issues!
The Effects?
Some pavements build during the same era did not have the distresses
NDOR Reviewed the PCC Mix designs &
began a research project.
• All projects with IPF or IPN Cement had performed
well while the others had not
– As a result in 2004 moving forward only IPF could be used
– 25% F-ash blended with Type I/II cement
Chemical Testing of Cement
• How do we verify that we are getting 25% F-ash
– NDOR established a chemical ratio
– No major changes in cement specification for next 10 yrs
CaO
SiO2
Changes go on elsewhere
• Other states become aware of the their ASR issues and soon
several states began requiring IPF. (TxDOT)
– Results in lower F-ash supply availability
• Emission requirements for changed for Coal Ash production
(Remove more Nox gases-Ammonia, Carbon-Mercury, & Sulfur – Sodium)
– Results in lower F-ash supply availability
• 2 major flyash incidents in Tennessee & North Carolina
(Rivers contaminated from ash slides)
– Results in risk of flyash being labeled Hazardous
Where are we headed?
• Chemistry
Where are we headed?
• We can get the right chemical balance through
blending or other materials.
– NDOR established a chemical ratio CaO
SiO2
How it works
Material SiO2 CaO
Ratio
CaO/SiO2
Mitigate ASR
Cement I/II 22 63 2.8 NO
How it works
Material SiO2 CaO
Ratio
CaO/SiO2
Mitigate ASR
Cement I/II 22 63 2.8 NO
Cement + 25%
F-ash
29 48 1.65 YES
How it works
Material SiO2 CaO
Ratio
CaO/SiO2
Mitigate ASR
Cement I/II 22 63 2.8 NO
Cement + 25%
F-ash
29 48 1.65 YES
Cement +
25% C-ash
25 52 2.08 NO
How it works
Material SiO2 CaO
Ratio
CaO/SiO2
Mitigate ASR
Cement I/II 22 63 2.8 NO
Cement + 25%
F-ash
29 48 1.65 YES
Cement +
25% C-ash
25 52 2.08 NO
Cement +
25% Slag
25 57 2.28 NO
How it works
Material SiO2 CaO
Ratio
CaO/SiO2
Mitigate ASR
Cement I/II 22 63 2.8 NO
Cement + 25%
F-ash
29 48 1.65 YES
Cement +
25% C-ash
25 52 2.08 NO
Cement +
25% Slag
25 57 2.28 NO
Cement +
40% Slag
27 53 1.96 YES
How it works
Material SiO2 CaO
Ratio
CaO/SiO2
Mitigate ASR
Cement I/II 22 63 2.8 NO
Cement + 25%
F-ash
29 48 1.65 YES
Cement +
25% C-ash
25 52 2.08 NO
Cement +
25% Slag
25 57 2.28 NO
Cement +
40% Slag
27 53 1.96 YES
Cement +
25% Cal. Clay
26 50 1.68 YES
Our Current Specification
• Allows the following cements:
– IP, 20% or 25% F-ash or Calcined Clay
– IS, 30%-40% Slag
– IT, Blends of SCM’s up to 40%
F-ash, C-ash,
Calcined Clay,
Slag,
Lime Dust,
Zeolites…….
Material SiO2 CaO
Ratio
CaO/SiO2
Mitigate
ASR
Cement I/II 22 63 2.8 NO
Cement +
25% F-ash
29 48 1.65 YES
Cement +
25% C-ash
25 52 2.08 NO
Cement +
25% Slag
25 57 2.28 NO
Cement +
40% Slag
27 53 1.96 YES
Cement +
25% Cal.
Clay
26 50 1.68 YES
Know your cement
• Each cement is different
– Workability
– Set Times (saw cutting)
– Strength Gains (opening strength)
– Water Demand
EXPERIMENT RESULTS
Questions?

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Cements in Nebraska: NDOR Research Into FlyAsh Alternatives

  • 1. Cements in Nebraska Mick Syslo, P.E. Materials & Research Engineer, NDOR
  • 2. Cements In Nebraska • A quick review • What’s changed • Where we are headed
  • 3. A QUICK REVIEW Cement • Crushed Rock Limestone* Shale Iron Ore Sand • Heated to 2700 oF
  • 4. QUICK FACTS Most consumed substances in the world? #1 - Water #2 - Concrete #3 -
  • 5. Back to Cement Cement • Crushed Rock Limestone* Shale Iron Ore Sand • Heated to 2700 oF CO2 Emissions • 50% Limestone Burn off CaO3 = CaO + CO2 • 50% burning of fuel to heat
  • 6. What’s Changed? Late 70’s – 80’s • Emission Requirements began to change • Resulting in changes in the alkali / alkalinity of Cement – Sodium Oxide (Na2O) – Potassium Oxide (K2O) – Calcium Oxide (CaO)
  • 7. The Effects? Concrete • Rock Ledge Rock Gravel Sand • Water • Cement Since Cement changed Concrete Changed •ASR Not new, but MUCH MUCH more prevalent!
  • 8. ASR = Alkali-Silica Reaction • Alkali – Cements (CaO) • Silica – Aggregate (SiO2) • Water (H2O) ASR Gel CaO H2OSiO
  • 10. The Effects? Concrete produced after 1985 began showing early distresses
  • 11. The Effects? By late 1990’s and early 2000’s Nebraska….well the nation had major issues!
  • 12. The Effects? Some pavements build during the same era did not have the distresses
  • 13. NDOR Reviewed the PCC Mix designs & began a research project. • All projects with IPF or IPN Cement had performed well while the others had not – As a result in 2004 moving forward only IPF could be used – 25% F-ash blended with Type I/II cement
  • 14. Chemical Testing of Cement • How do we verify that we are getting 25% F-ash – NDOR established a chemical ratio – No major changes in cement specification for next 10 yrs CaO SiO2
  • 15. Changes go on elsewhere • Other states become aware of the their ASR issues and soon several states began requiring IPF. (TxDOT) – Results in lower F-ash supply availability • Emission requirements for changed for Coal Ash production (Remove more Nox gases-Ammonia, Carbon-Mercury, & Sulfur – Sodium) – Results in lower F-ash supply availability • 2 major flyash incidents in Tennessee & North Carolina (Rivers contaminated from ash slides) – Results in risk of flyash being labeled Hazardous
  • 16. Where are we headed? • Chemistry
  • 17. Where are we headed? • We can get the right chemical balance through blending or other materials. – NDOR established a chemical ratio CaO SiO2
  • 18. How it works Material SiO2 CaO Ratio CaO/SiO2 Mitigate ASR Cement I/II 22 63 2.8 NO
  • 19. How it works Material SiO2 CaO Ratio CaO/SiO2 Mitigate ASR Cement I/II 22 63 2.8 NO Cement + 25% F-ash 29 48 1.65 YES
  • 20. How it works Material SiO2 CaO Ratio CaO/SiO2 Mitigate ASR Cement I/II 22 63 2.8 NO Cement + 25% F-ash 29 48 1.65 YES Cement + 25% C-ash 25 52 2.08 NO
  • 21. How it works Material SiO2 CaO Ratio CaO/SiO2 Mitigate ASR Cement I/II 22 63 2.8 NO Cement + 25% F-ash 29 48 1.65 YES Cement + 25% C-ash 25 52 2.08 NO Cement + 25% Slag 25 57 2.28 NO
  • 22. How it works Material SiO2 CaO Ratio CaO/SiO2 Mitigate ASR Cement I/II 22 63 2.8 NO Cement + 25% F-ash 29 48 1.65 YES Cement + 25% C-ash 25 52 2.08 NO Cement + 25% Slag 25 57 2.28 NO Cement + 40% Slag 27 53 1.96 YES
  • 23. How it works Material SiO2 CaO Ratio CaO/SiO2 Mitigate ASR Cement I/II 22 63 2.8 NO Cement + 25% F-ash 29 48 1.65 YES Cement + 25% C-ash 25 52 2.08 NO Cement + 25% Slag 25 57 2.28 NO Cement + 40% Slag 27 53 1.96 YES Cement + 25% Cal. Clay 26 50 1.68 YES
  • 24. Our Current Specification • Allows the following cements: – IP, 20% or 25% F-ash or Calcined Clay – IS, 30%-40% Slag – IT, Blends of SCM’s up to 40% F-ash, C-ash, Calcined Clay, Slag, Lime Dust, Zeolites……. Material SiO2 CaO Ratio CaO/SiO2 Mitigate ASR Cement I/II 22 63 2.8 NO Cement + 25% F-ash 29 48 1.65 YES Cement + 25% C-ash 25 52 2.08 NO Cement + 25% Slag 25 57 2.28 NO Cement + 40% Slag 27 53 1.96 YES Cement + 25% Cal. Clay 26 50 1.68 YES
  • 25. Know your cement • Each cement is different – Workability – Set Times (saw cutting) – Strength Gains (opening strength) – Water Demand