# Compaction Control Test AI Agent Connect

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

## Overview
- **Category:** engineering
- **Price:** Free
- **Endpoint:** https://edge.vinkius.com/vk_preview_ZxsteERMU0yMiACN5eHO798ScfTp1g8f69NrYj0s/ai-agent-connect
- **Tags:** soil-compaction, civil-engineering, geotechnical, density-testing, construction-quality

## Description

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.

## Tools

### 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

## Prompt Examples

**Prompt:** 
```
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.
```

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

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

**Response:** 
```
No, the moisture is too wet for this clay soil.
```

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

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

## Frequently Asked Questions

**How does the tool determine if a compaction test passed?**
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.

**Can I get remediation steps for a failed test?**
Yes. If a test fails, you can use `get_rework_protocol` to receive specific physical instructions, equipment suggestions, and the expected outcome to correct the soil density or moisture levels.

**Does the tool account for different soil types?**
Yes, the analysis considers whether the soil is clay, silt, or sand. This is critical because cohesive soils like clay have much narrower moisture tolerances than granular soils like sand.