Cements in Nebraska: NDOR Research Into FlyAsh Alternatives

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Cements in Nebraska Mick Syslo, P.E. Materials & Research Engineer, NDOR

Transcript of Cements in Nebraska: NDOR Research Into FlyAsh Alternatives

Page 1: Cements in Nebraska: NDOR Research Into FlyAsh Alternatives

Cements in NebraskaMick Syslo, P.E.Materials & Research Engineer, NDOR

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Cements In Nebraska• A quick review• What’s changed• Where we are headed

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A QUICK REVIEWCement

• Crushed Rock Limestone* Shale Iron Ore Sand

• Heated to 2700 oF

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QUICK FACTSMost consumed substances in the world?

#1 - Water

#2 - Concrete

#3 -

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Back to CementCement

• 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

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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)

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The Effects?Concrete

• Rock Ledge Rock Gravel Sand

• Water

• Cement

Since Cement changed Concrete Changed

•ASR

Not new, but MUCH MUCH more prevalent!

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ASR = Alkali-Silica Reaction• Alkali – Cements (CaO)• Silica – Aggregate

(SiO2)• Water (H2O) ASR

Gel

CaO

H2OSiO

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START EXPERIMENT

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The Effects?Concrete produced after 1985 began showing early distresses

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The Effects?By late 1990’s and early 2000’s Nebraska….well the nation had major issues!

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The Effects?Some pavements build during the same era did not have the distresses

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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

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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

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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

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Where are we headed?

• Chemistry

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Where are we headed?

• We can get the right chemical balance through blending or other materials.

– NDOR established a chemical ratioCaO SiO2

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How it worksMaterial SiO2 CaO Ratio

CaO/SiO2 Mitigate ASR

Cement I/II 22 63 2.8 NO

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How it worksMaterial SiO2 CaO Ratio

CaO/SiO2 Mitigate ASR

Cement I/II 22 63 2.8 NOCement + 25% F-ash 29 48 1.65 YES

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How it worksMaterial SiO2 CaO Ratio

CaO/SiO2 Mitigate ASR

Cement I/II 22 63 2.8 NOCement + 25% F-ash 29 48 1.65 YES

Cement +25% C-ash 25 52 2.08 NO

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How it worksMaterial SiO2 CaO Ratio

CaO/SiO2 Mitigate ASR

Cement I/II 22 63 2.8 NOCement + 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

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How it worksMaterial SiO2 CaO Ratio

CaO/SiO2 Mitigate ASR

Cement I/II 22 63 2.8 NOCement + 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

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How it worksMaterial SiO2 CaO Ratio

CaO/SiO2 Mitigate ASR

Cement I/II 22 63 2.8 NOCement + 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

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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

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Know your cement• Each cement is different– Workability

– Set Times (saw cutting)

– Strength Gains (opening strength)

– Water Demand

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EXPERIMENT RESULTS

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Questions?