Soil Sampling Report - Field Boring log
October 06, 2026
Soil Sampling Report - Field Boring log
Field Boring log
Oct 06, 2026 04:59
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**Field Boring Log Soil Sampling Report** **1. Executive Summary** This report provides a detailed analysis of the soil sampling conducted on the Field Boring log project located in Texas. The project began on December 15, 2025, and soil samples were taken at various depths ranging from 1.00 feet to 35.00 feet. The soil types identified were topsoil and clay (including lean clay) characterized by varying colors, consistencies, and moisture content. **2. Project Information** - **Project Name:** Field Boring log - **Location:** Texas - **Start Date:** December 15, 2025 **3. Sampling Methodology** The soil samples were collected using standard geotechnical soil sampling procedures. This involves drilling to the specified depth, extracting the soil sample, and sealing it in a properly tagged and labelled container to ensure sample integrity. **4. Detailed Soil Profile** The soil profile, organized by depth, is as follows: - 1.00 feet: Topsoil, Color: Black - 5.00 feet: Lean Clay, Color: Gray, Consistency: Soft - 15.00 feet: Clay, Color: Brown, Moisture Content: 20%, Consistency: Soft - 25.00 feet: Clay, Color: Black, Consistency: Stiff - 28.00 feet: Clay, Color: Brown, Consistency: Hard - 35.00 feet: Clay, Color: Brown, Consistency: Soft **5. Soil Classification and Characteristics** - **Topsoil:** Black in color, typically contains organic matter and nutrients conducive to plant life. - **Lean Clay:** Gray in color, soft in consistency, less plastic and compressible than fat clay. - **Clay:** Varying colors including brown and black with consistencies varying from soft, to stiff, and hard. **6. Observations and Findings** The soil profile indicates a top layer of topsoil transitioning into lean clay, followed by layers of clay with varying consistencies. The moisture content at the 15 feet depth was found to be 20%, suggesting the presence of water at this depth. **7. Recommendations** This study was limited to the characterization of the soil type, color, and consistency, with some moisture content data. For a comprehensive understanding of the site's suitability for construction or other uses, further testing, such as Atterberg limits, compaction, and shear strength tests, should be conducted. Additionally, the moisture content at different depths should also be determined for a complete understanding of the groundwater scenario. Given the observed soil profile, special attention should be given to foundation design if the site is intended for construction, as the presence of clay, particularly if it is expansive, could pose challenges. **Prepared By:** [Your Name] [Your Title] [Date]