Flexural strength testing |
- Flexural strength, used for design of pavements (slab-on-grade).
- Compressive strength, used for design of foundations, building elements (walls, columns, slabs), bridges (abutments, columns, decks), etc.
Flexural Strength
Flexural strength increases proportionally with compressive strength (as the compressive strength goes up, so does the flexural strength). This property is used specifically for pavement design the flexural strengths of interest fall in a range of 3.9 MPa (570 psi) to 5.1 MPa (750 psi). These flexural strengths correspond approximately to compressive strengths of 28 MPa (4000 psi) to 48 MPa (7000psi). While concrete can attain much higher flexural strengths, it is not required for pavements, and use of higher strengths would have an adverse effect on the economics of the project with little benefit in performance.
Compressive Strength
Compressive strength testing |
- Residential and light commercial building projects typically use concrete strengths ranging from 17 MPa (2500 psi) to 34 MPa (5000 psi). Keep in mind that the lower strength concrete is only appropriate for mild environmental exposures, and interior concrete protected from the elements. Severe environmental exposures (freezing and thawing cycles and deicer chemical exposure) require a minimum strength of 4000 psi to assure durability. Local codes commonly provide guidance for the minimum requirements, but in many cases do not address long term durability issues.
- Heavy commercial and special structures (high rise buildings, long span bridges, slabs exposed to heavy abrasion, etc.) typically require concrete strengths of 28 MPa (4000 psi) or more. The actual required strength may be controlled by the structural loading, durability requirements, special property requirements (low permeability, high abrasion resistance, etc.) or a combination of these factors. Concrete design professionals should always be consulted for guidance regarding these important structures.
References:
Kosmatka, Steven H., Kerkhoff, Beatrix, Panarese, William C., Design and Control of Concrete Mixtures, EB001, Portland Cement Association, 2002, 372 pages.
Tarr, Scott M., Farny, James A., Concrete Floors on Ground, EB075, Fourth Edition, Portland Cement Association, 2008, 252 pages
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