Traditional Concrete and Its Inherent Problems

Traditional Concrete and Its Inherent Problems

Concrete is prone to a variety of issues that may arise from poor construction or standard weathering. Many defects can be avoided by proper mixing and placement, but others remain likely to occur within a typical service life. Regular inspections are therefore recommended to detect and document conditions over time. If structural issues arise, a professional engineer should be retained to investigate, diagnose, and specify repairs. Typical problems with concrete are described in more detail in this article but also summarized below.

Typical Concrete Problems and Their Causes

Poor concrete mix design or vibration techniques can result in honeycombing—when coarse aggregate is exposed without sufficient surrounding morta—or bugholes, in which a lean mix displays small holes on the surface. Disintegration and its milder version, scaling, are forms of concrete fragmentation into its constituent parts that can be minimized with proper proportions and placement. These defects promote further infiltration of water and long-term damage from freezing and thawing.

Weathering or alkali-silica reactions can cause hairline surface cracking and may be accompanied by efflorescence (mineral residues from evaporated water). While efflorescence itself is not a structural defect, it is an indicator of water seepage that could lead to further deterioration. Minor cracks can give way to more serious structural fractures, indicating settlement, loss of supporting fill material, and potential for failure. Cracks larger than 0.25” wide should be further investigated and repaired.

Abrasive erosion (rubbing of aggregate on the concrete surface, causing a worn appearance) or cavitation erosion (pitting that results from differential pressure impacts of a fluid onto the surface) can affect the integrity of hydraulic structures over time. Spalling, or flaking of concrete, occurs due to external impacts or internal stresses that can vary in scale. Shallow “popouts” are small conical spalls that may not be serious, but larger spalls indicate structural damage.

Of course, when you use Cor-Tuf UHPC, you avoid these issues.

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CTL Group Material Testing Results*


Concrete Performance
Test MethodCuring Conditions at CTL Group AgeTest Results
Compressive StrengthASTM C 3973°F/100% RHat 1 day9,050 psi
Compressive StrengthASTM C 3973°F/100% RHat 3 days11,140 psi
Compressive StrengthASTM C 3973°F/100% RHat 14 days16,000 psi
Compressive StrengthASTM C 3973°F/100% RHat 28 days21,000 psi
Compressive StrengthASTM C 3973°F/100% RHat 56 days23,000 psi
Compressive StrengthASTM C 1856Controlled Curingat 28 days25,500 psi
Length Change of HHCASTM C 15773°F/50% RH28 days
(26 days Dry)
-0.033%
Chloride PenetrabilityASTM C 1202
AASHTO T277
73°F Limewater
190°F water 5 days;
190°F air 2 days;
73°F water until testing
28 days
28 days
≤100 (Negligible)
≤100 (Negligible)
** Flexural StrengthASTM C 160973°F Limewater28 daysL/600 = 2800 psi or better
** Flexural StrengthASTM C 160973°F Limewater28 daysL/150 = 1500 psi or better
Direct Tensile StrengthAASHTO T39773°F Limewater28 days1000 psi or better
Modulus of ElasticityASTM C 46973°F Limewater28 days6800 ksi
Abrasion Resistance, Ave LossASTM C94473°F Limewater58 days0.016 oz
Freeze Thaw Resistance RDMASTM A 66673°F Limewater28 days600 cycles, 96%

Notes:
*Testing results confirmed by independent laboratory CTL
Group. Results are based on laboratory mixes.
**Data per UCF Material Study 5/10/2022
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Client: Cor-Tuf UHPC CTL Project No: 059330
Date: 1/20/2020

What Makes UHPC Ultra-High Performance

UHPC achieves its superior performance through a dense nano-scale matrix that is far less permeable than conventional concrete. This matrix is combined with steel fiber reinforcement, which provides exceptional ductility and crack resistance.

Though exact formulations and results vary by producer, UHPC generally incorporates a blend of Portland cement, sand, supplementary cementitious materials, chemical admixtures, and fibers – resulting in a material dramatically stronger, tougher, and longer lasting than traditional concrete.

Cor-Tuf Outperforms Conventional Concrete and Other UHPCs

Feature Cor-Tuf UHPC Conventional Concrete Other UHPCs
Compressive Strength 25,000+ psi 4,000–6,000 psi 18,000–22,000 psi
Ease of Placement ✅ Standard Equipment ✅ Standard Equipment ❌ Specialized Tools
Bonding & Ductility Extreme Low Moderate
Freeze-Thaw Resistance 1000+ Cycles 20–80 Cycles 300 Cycles
Chloride Permeability Near Zero High Low
Lifespan 100+ Years 25–30 Years 50–60 Years

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