Concrete Exposure Classifier

Concrete Exposure Classifier MCP Connector for Claude

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Determines concrete exposure classification and required material specifications.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner

This MCP server provides engineering tools to classify concrete exposure based on environmental stressors like chloride levels, freeze-thaw cycles, and carbonation risk. It uses get_exposure_classification to identify required material properties such as minimum concrete grade, maximum w/c ratio, and minimum cover. Engineers can also use validate_material_compliance to verify mix designs, check_freeze_thaw_mitigation for air-entrainment needs, and calculate_carbonation_depth_risk to estimate corrosion onset.

concretedurabilitycivil-engineeringstructural-designmaterial-compliance

4 tools expose this connector's capabilities to your AI agent.

calculate_carbonation_depth_risk

Estimate the risk level of carbonation based on environmental factors

check_freeze_thaw_mitigation

Determine specific requirements for air-entrainment or density when freeze-thaw cycles are a primary concern

get_exposure_classification

Identify the specific exposure class and required material specifications for a given set of environmental conditions

validate_material_compliance

Verify if a proposed concrete mix design meets the requirements of a specific exposure class

See how to talk to your AI agent using Concrete Exposure Classifier.

What are the concrete requirements for a marine environment with high chloride levels and a 50-year design life?

For a marine environment with high chloride levels and a 50-year design life, the required minimum concrete grade is 40 MPa, the maximum w/c ratio is 0.40, and the minimum reinforcement cover is 50 mm.

Is a concrete mix with a grade of 30 MPa, w/c ratio of 0.5, and 30mm cover compliant for a moderate exposure class?

No, the proposed mix is not compliant. The w/c ratio of 0.5 exceeds the maximum allowed for this class, and the 30mm cover is below the required minimum.

What is the carbonation risk for concrete with 0.7 humidity and 0.2 porosity?

The carbonation risk is high. The estimated years to corrosion onset is 15 years, and a minimum cover of 45 mm is recommended.

You can use the `validate_material_compliance` tool by providing the target exposure class, the proposed grade, w/c ratio, and reinforcement cover.

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