Soil Sampling Report - Field Boring log

Field Boring log Apr 19, 2026 20:16

Report Content

**Geotechnical Soil Sampling Report**

**Project Name:** Field Boring Log
**Location:** Texas

**1. Executive Summary**

This report presents the findings of the geotechnical soil sampling investigation performed for the Field Boring Log project located in Texas. The project commenced on the 15th December 2025 and involved the extraction and analysis of soil samples at various depths.

**2. Project Information**

**Project Name:** Field Boring Log
**Location:** Texas
**Start Date:** 15th December 2025

**3. Sampling Methodology**

The soil samples were collected via borehole drilling at specific depth intervals. Each sample was then described in terms of its type, color, consistency, and moisture content. The samples were then preserved for further laboratory analysis.

**4. Detailed Soil Profile**

- At 15.00 feet, the soil type was identified as clay with a brown color and soft consistency. The sample was collected on the 15th of December, 2025 at 05:18.

- At 25.00 feet, the soil type was identified as clay with a black color and hard consistency. The sample was collected on the 15th of December, 2025 at 05:19.

- At 28.00 feet, the soil type was identified as clay with a brown color and hard consistency. The sample was collected on the 3rd of January, 2026 at 18:09.

- At 35.00 feet, the soil type was identified as clay with a brown color and soft consistency. The sample was collected on the 19th of April, 2026 at 20:15.

**5. Soil Classification and Characteristics**

Based on the samples retrieved, the soil throughout the sampled depths was identified as clay. The clay displayed two different colors: brown and black. The consistency of the soil varied between soft and hard. Further laboratory tests are required to determine the moisture content and other characteristics of the soil.

**6. Observations and Findings**

The soil samples collected from the Field Boring Log project site mainly consist of clay. The clay's color changes from brown to black between the depths of 15.00 and 25.00 feet, then reverts back to brown at the depths of 28.00 and 35.00 feet. The consistency of the clay also varies between soft and hard.

**7. Recommendations**

Given the clay soil's variation in consistency, further geotechnical investigation is recommended. This includes the determination of the moisture content, Atterberg limits, and shear strength of the soil. These tests will provide a clearer understanding of the soil's behavior under various conditions and can aid in the design and construction processes for any proposed structures.

It is also recommended to consider the soil's variation in consistency and color during the design phase of the project. In particular, the changes in clay characteristics may impact the types of foundations suitable for construction at the site.

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