Soil Sampling Report - Field Boring log

Field Boring log Jan 17, 2026 05:19

Report Content

**Geotechnical Soil Sampling Report**

**Project Name: Field Boring Log**

**1. Executive Summary:**

The report presents the findings of the soil sampling analysis carried out at a project site located in Texas. The soil sampling was conducted on three different depths: 15 feet, 25 feet, and 30 feet. The samples were predominantly clay, with variations in color and consistency.

**2. Project Information:**

**Location:** Texas
**Start Date:** 2025-12-15
**Description:** Soil sampling at different depths to determine soil characteristics and suitability for construction.

**3. Sampling Methodology:**

The soil samples were obtained through drilling at specified depths. The samples were then labeled and sealed to maintain their integrity before being taken to the lab for further analysis.

**4. Detailed Soil Profile (Organized by Depth):**

**Sample 1:** 
- Depth: 15.00 feet
- Sampled at: 2025-12-15 05:18

**Sample 2:** 
- Depth: 25.00 feet
- Sampled at: 2025-12-15 05:19

**Sample 3:** 
- Depth: 30.00 feet
- Sampled at: 2026-01-03 18:09

**5. Soil Classification and Characteristics:**

**Sample 1:**
- Soil Type: Clay
- Color: Brown
- Consistency: Soft

**Sample 2:**
- Soil Type: Clay
- Color: Black
- Consistency: Hard

**Sample 3:**
- Soil Type: Clay
- Color: Brown
- Consistency: Hard

**6. Observations and Findings:**

The soil predominantly consists of clay at different depths. There is a variation in color from brown to black which may indicate the presence of organic material or different mineral content. The consistency varies from soft to hard, indicating changes in the compactness and moisture content of the soil, even though direct moisture content was not measured.

**7. Recommendations:**

As the soil is predominantly clay, special consideration should be given to foundation design due to the shrink-swell potential of clay. This can lead to ground movement which can damage structures. It is recommended that further tests, such as Atterberg limits, be conducted to assess the plasticity of the soil. Also, the moisture content of the soil samples should be determined to better understand the soil behavior under different moisture conditions.

**Conclusion:**

This report provides a preliminary assessment of the soil conditions at the project site. It is essential to note that further geotechnical investigations may be necessary to fully ascertain the soil's properties and its suitability for the proposed development. It is always advisable to consult with a geotechnical engineer to interpret these results and make appropriate recommendations.