Research Resources

Beneficiated Fly Ash

Comparison of Beneficiated Fly Ash with a Popular Class F Fly Ash in Tennessee – 2019

Preliminary Study of the Potential of a Beneficiated Ultrafine Class F Fly Ash – 2019

Controlled Low Strength Materials (CLSM)

Excavatable and Early Strength CLSM using High LOI Fly Ash and Limestone Screenings – 2017

Bad Ash Flowable Fill – 2016

The New 2015 TDOT 204.06 Flowable Fill Specification – 2015

A Rapid Green Base Repair CLSM – 2009

New TDOT 204.06 CLSM Specification – 2009

Sustainable CLSM Mixtures for 2006 TDOT 204.06 – 2008

Early Strength Flowable Fill (ESFF) Mixtures for 2006 TDOT 204.06 – 2007

Excavatable Flowable Fill (EFF) Mixtures for 2006 TDOT 204.06 – 2007

Changes from the 1995 to the 2006 Specification – 2006

Tennessee Flowable Fill Study – 2003

Effect of Fine Aggregate Type on CLSM Properties– 2003​​

The Effects of Fly Ash and Portland Cement onLong Term Excavatability of Flowable Fill – 2001

Fines in FF Rock Products – 1997

High Volume Fly Ash (HVFA) and Lean, Green and Mean (LGM) Concrete

High Volume Substandard Fly Ash Roller-Compacted Concrete – 2015

Experimenting with High Volume Fly Ash Concrete in Tennessee – 2014

A High Volume Fly Ash Concrete Mixture for Tennessee Bridge Decks – 2014

LGM PCC Update – 2013

Lean,Green and Mean (LGM) Concrete – 2009

Lean,Green and Mean (LGM) Concrete in TN Concrete Magazine – 2009

High Volume Fly Ash Concrete – 2007

Low Perm PCC

Going Past TDOT Specifications to Lower Concrete Permeability – Part 4 – 2020

Going Past TDOT Specifications to Lower Concrete Permeability – Part 3 – 2019

Going Past TDOT Specifications to Lower Concrete Permeability – Part 2 – 2019

Going Past TDOT Specifications toLower Concrete Permeability – Part 1 – 2018

Determining Concrete Chloride Permeability More Efficiently – Part 3 – 2018

Determining Concrete Chloride Permeability More Efficiently – Part 2 – 2017

Determining Concrete Chloride Permeability More Efficiently – Part 1 – 2016

Lowering the Chloride Permeability of a TDOT Class D PCC Mixture – Part 2 – 2014

Lowering the Chloride Permeability of a TDOT Class D PCC Mixture – Part 1 – 2013

Maturity

Factors Affecting the Accuracy of Maturity Predictions – Lesson 5 – 2006
Tennessee Evaluation of New Maturity Technology: Laboratory Investigation – 2005

New Maturity Technology 101 – Lesson 4 – 2005

Is the Maturity Concept Valid? – Lesson 3 – 2005

Field-cured Cylinders: Are They the Right Choice? – Lesson 2 – 2004

Cores vc. Lab-cured Cylinders: The Influence of Temperature – Lesson 1 – 2004

Evaluation of New PCC Maturity Technology – 2004
New PCC Maturity Technology – 2003

Pervious

TCA Pervious Concrete Mixture – 2012

Putting it All Together for a High Performance Pervious Concrete Mixture Design – Part 4 – 2012

Green2: High Volume Slag Substitution in Pervious Concrete – 2012

Help for Pervious PCC Producers – Part 3 – 2011

The Road to Shambala – 2010

Help for Pervious PCC Producers – Part 2 – 2010

Help for Pervious PCC Producers – Part 1– 2010

Early TCA Experiments with Self-Compacting Pervious – 2009

Determining Pervious PCC Permeability with a Simple Triaxial Flexible Wall Constant Head Permeameter – 2006 

Pervious PCC Compressive Strength in the Laboratory and the Field: The Effects of Aggregate Properties and Compactive Effort – 2006

Estimating Pervious PCC Pavement Design Inputs with Compressive Strength and Effective Void Content – 2006

Effects of Aggregate Type and Gradation on Pervious PCC – 2005

Pervious Research at TTU – 2004

Residential Durability

Going Beyond ACI 332: Commercial/Residential Enhanced Durability Concrete – Phase 1 – 2020

Going Beyond ACI 332: Commercial/Residential Enhanced Durability Concrete – First Look – 2020

Miscellaneous

Preliminary Comparison of Portland LimestoneCement with a Type I/II Portland Cement inTennessee – 2020

Preliminary Investigation of Higher Grade 100 SlagSubstitutions in a Tennessee Bridge Deck ConcreteMixture – 2020

Concrete Community Service: Helping Raptors and the Upper Cumberland Area – 2015

A Cheaper Estimate of Concrete Heat Evolution Due to Hydration – 2015

Tennessee Stabilized Base UsingSubstandard Fly Ash and Byproduct Limestone Screenings – 2013

Making Precast Concrete Mixtures More Sustainable with Byproduct Fine Aggregate – 2008

Research Projects at TTU – 2001

Going Beyond ACI 332- Commercial : Residential Enhanced Durability Concrete- Phase III The Effect of Limited Curing

TCA Carbonation Study Summary1

TCA Cylinder Curing Research

TCA Launches New Research Slabs to Advance Concrete Durability - July 2025