Soil Sampling Report - Field Boring log

Field Boring log Dec 20, 2025 18:52

Report Content

**Geotechnical Soil Sampling Report**

**Project Name:** Field Boring log

**Location:** Texas

**Report Date:** 2025-12-15

**1. Executive Summary**

This report presents the findings of a geotechnical soil sampling investigation carried out on the Field Boring log project in Texas. The aim of this investigation was to understand the soil characteristics and behavior at different depths. The investigation included the collection and analysis of soil samples at 15 and 25 feet below the ground surface.

**2. Project Information**

**Project Name:** Field Boring log

**Location:** Texas

**Start Date:** 2025-12-15

**3. Sampling Methodology**

Soil sampling was conducted using a standard boring method. The process involved drilling into the ground to the required depth and extracting soil samples. The samples were then logged for depth, soil type, color, moisture content, and consistency. Two samples were collected at depths of 15 and 25 feet respectively.

**4. Detailed Soil Profile**

• **Sample 1**

**Depth:** 15.00 feet

**Soil Type:** Clay

**Color:** Brown

**Consistency:** Soft

**Sampled At:** 2025-12-15 05:18

• **Sample 2**

**Depth:** 25.00 feet

**Soil Type:** Clay

**Color:** Black

**Consistency:** Hard

**Sampled At:** 2025-12-15 05:19

**5. Soil Classification and Characteristics**

**Sample 1:** The soil sample collected at a depth of 15 feet is brown clay with a soft consistency. This may indicate a high moisture content, although the exact moisture content could not be determined in the field.

**Sample 2:** The soil sample collected at a depth of 25 feet is black clay with a hard consistency. This may suggest lower moisture content or higher compaction, but further laboratory testing would be needed to confirm these characteristics.

**6. Observations and Findings**

The soil profile of the site is predominantly clay, with variations in color and consistency at different depths. The change in soil color and consistency between the two depths could be due to differences in soil composition, compaction, or moisture content. It is recommended to conduct further laboratory tests to accurately determine the geotechnical properties of the soil and assess its suitability for the intended construction.

**7. Recommendations**

As the soil composition is predominately clay, it is crucial to consider this in any construction plans. Clay soils can have issues with shrink-swell potential and may require special foundation design considerations. Further laboratory testing is recommended to determine the precise properties of the soil, including the Atterberg limits, compaction, and shear strength tests. These tests will provide valuable information for the design and construction of the foundation.

**Prepared by:**

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Please note: This report is based on the conditions observed and data gathered at the time of the investigation and does not account for changes in soil conditions that may occur over time. It is recommended to carry out further investigations if construction does not commence within six months of the date of this report.