MCP For Claude Marketplace
Compaction Control Test

Compaction Control Test MCP Connector for Claude

A+

Analyzes soil compaction quality by comparing field test results against laboratory standards.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner
More Details Connect to Claude

This MCP server provides specialized engineering analysis for civil engineering projects. It connects AI agents to critical soil stability data, allowing for the evaluation of field density tests against laboratory-determined Maximum Dry Density (MDD). Using tools like analyze_compaction_status, agents can determine if a soil layer meets project specifications, assess moisture suitability via check_moisture_suitability, and retrieve specific remediation steps through get_rework_protocol. It is designed to handle various soil types, including clay, silt, and sand, while accounting for layer thickness and moisture deviations.

soil-compactioncivil-engineeringgeotechnicaldensity-testingconstruction-quality

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

analyze_compaction_status

Evaluates if a specific test result meets the project's engineering requirements

check_moisture_suitability

Determines if the current moisture level is within an acceptable range for the specific soil type

get_rework_protocol

Provides detailed instructions on how to fix a failed compaction test

validate_test_parameters

Ensures all input data for a compaction test is physically possible and within reasonable engineering bounds

See how to talk to your AI agent using Compaction Control Test.

Analyze this compaction test: wet density 1950 kg/m³, moisture 12%, MDD 1900 kg/m³, OMC 11%, spec 95%, soil is clay, layer thickness 0.3m.

The relative compaction is 102.6% and the dry density is 1741.07 kg/m³. The test meets the specification requirement.

Is a moisture content of 15% suitable for a clay soil with an OMC of 11%?

No, the moisture is too wet for this clay soil.

What should I do if my compaction test failed due to low density in a 0.5m sand layer?

You should increase the number of passes with a vibratory roller to achieve the required density.

The `analyze_compaction_status` tool calculates the relative compaction by comparing the field dry density to the laboratory Maximum Dry Density. If this percentage meets or exceeds the project's specification requirement, the test is marked as passing.

Related Connectors

No-Till Transition Impact

No-Till Transition Impact MCP

4 tools Official

Models soil health, yield trajectories, and compaction risks during the shift to no-till farming.

A+ View details →
Soil Organic Matter Model

Soil Organic Matter Model MCP

4 tools Official

Predictive modeling for soil organic matter dynamics and carbon sequestration.

A+ View details →
Sodicity Hazard Evaluator

Sodicity Hazard Evaluator MCP

4 tools Official

Assess soil degradation risks and calculate gypsum requirements for sodic soil reclamation.

A+ View details →
LLM Response Structural Validator

LLM Response Structural Validator MCP

3 tools Official

Detect and prevent silent structural failures in LLM outputs using deterministic pattern matching.

A+ View details →