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OFFICE OF RESEARCH, DEVELOPMENT, AND TECHNOLOGY AT THE TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

Concrete Laboratory Research

Check out our Concrete Laboratory capabilities and equipment!

Equipment and Testing


A photo of a concrete pan mixer
Figure 1. Photograph. Concrete pan mixer.

Mixing:

The Concrete Laboratory has the capability to mix pastes with a high-shear mixer, a vacuum mixer, or a small planetary mixer. Mortars are prepared with three different sizes of planetary mixers. Concrete is prepared with a 2 ft3 pan mixer, a 0.75 ft3 or 6 ft3 drum mixer, and a high-shear mixer.

 

 

 


A photo of environmental chambers
Figure 2. Photograph. Environmental chambers.

Curing:

Curing and conditioning is performed using temperature-controlled curing tanks, a walk-in environmental chamber, and three smaller environmental chambers. A separate room maintains a specific temperature and relative humidity condition during testing.

 

 

 


Photo of fresh properties testing
Figure 3. Photograph. Fresh properties testing, including automatic setting time apparatus (left), and air content testing apparatus (right).

Fresh Properties:

Fresh property testing includes air content testing (using the volumetric method, pressure method, and super air meter), unit weight, and setting (using the automatic setting time apparatus and penetration testers). Automatic setting time and penetrometer equipment can identify set times on most materials.

 

 





 

 


Photograph. Workability can be tested using the box test (left), a flow table (upper center), a slump cone (lower center), and a rheometer (right).
Figure 4. Photograph. Workability can be tested using the box test (left), a flow table (upper center), a slump cone (lower center), and a rheometer (right).

Workability:

Workability is assessed with a slump cone, the box test, a flow table, and a dynamic shear rheometer.

 

 

 



 


Photograph. Shrinkage testing equipment including chemical shrinkage (left), drying shrinkage (upper center and upper right), dual ring test (center), and autogenous shrinkage (bottom).
Figure 5. Photograph. Shrinkage testing equipment including chemical shrinkage (left), drying shrinkage (upper center and upper right), dual ring test (center), and autogenous shrinkage (bottom).

Volume Instability:
 

Plastic, chemical, drying, and autogenous shrinkage can all be measured using testing apparatuses in the Concrete Laboratory. Volume change is a leading cause of concrete cracking, and incorporates many design, materials, and environmental variables. The Concrete Laboratory has one of few dual ring tests in the United States, allowing us to correlate measured temperature-induced strain to stress which indicates cracking potential of a material. We can also measure coefficients of thermal expansion.

 

 




 

 


Mechanical testing devices, including compressive strength (left), flexural strength (center), and pull-off testing (right).
Figure 6. Photograph. Mechanical testing devices, including compressive strength (left), flexural strength (center), and pull-off testing (right).

Mechanical Testing:

Within the concrete laboratory, we have hydraulic testing equipment that can load up to one million lbs, 500,000 lbs, and 325,000 lbs for determining compressive strength, split tensile strength, elastic modulus, and Poisson’s ratio. In addition, we perform flexural strength and bond pull-off testing.

 

 


 


Photograph. Durability testing devices, including surface resistivity (top left), water absorption (top center), freeze-thaw (top right), bulk resistivity (bottom left), chloride migration (bottom right).
Figure 7. Photograph. Durability testing devices, including surface resistivity (top left), water absorption (top center), freeze-thaw (top right), bulk resistivity (bottom left), chloride migration (bottom right).

Durability Testing:
 

Depending on the needs of a project, durability testing may incorporate any combination of surface resistivity, bulk resistivity, water absorption, freeze-thaw, chloride migration, chloride ponding and titration, and corrosion potentials. The Concrete Laboratory can also express pore solution from fresh and hardened concrete specimens to understand ionic concentrations within the system.

 




 


Figure 8. Photograph. Microstructural characterization devices, including isothermal calorimetry (top left), titration (top center), dynamic vapor sorption analyzer (right), x-ray fluorescence (bottom left), low temperature differential scanning calorimeter (bottom center).
Figure 8. Photograph. Microstructural characterization devices, including isothermal calorimetry (top left), titration (top center), dynamic vapor sorption analyzer (right), x-ray fluorescence (bottom left), low temperature differential scanning calorimeter (bottom center).

Microstructural Characterization:

The Concrete Laboratory can monitor hydration reactions over time using an isothermal calorimeter or a semi-adiabatic calorimeter, perform titration to understand ionic concentrations, cycle relative humidity exposure to measure concrete response using the dynamic vapor sorption analyzer, identify the presence of calcium oxychloride using the low temperature differential scanning calorimeter, and determine oxide contents using x-ray fluorescence.

 

 




 

 


Photograph of Physical characterization testing, including Blaine fineness (top left), density (top center), and specific surface area (bottom left).
Figure 9. Photograph. Physical characterization testing, including Blaine fineness (top left), density (top center), and specific surface area (bottom left).

Physical Characterization:

The Concrete Laboratory can perform physical characterizations such as Blaine fineness testing, density, specific surface area, and aggregate gradations.