Soil Sampling Report - Field Boring log
October 06, 2026
Soil Sampling Report - Field Boring log
Field Boring log
May 20, 2026 05:17
Back
Print
Delete
Report Content
**FIELD BORING LOG: GEOTECHNICAL SOIL SAMPLING REPORT** **1. Executive Summary** This Geotechnical Soil Sampling Report provides a comprehensive analysis and classification of soil samples extracted from various depths at the Field Boring Log project site in Texas. The soil profiling and classification process has been conducted in a systematic manner to understand the geotechnical properties of the soil for future construction purposes. **2. Project Information** - **Project Name:** Field Boring Log - **Location:** Texas - **Start Date:** 2025-12-15 **3. Sampling Methodology** The soil sampling process involved extracting soil samples at multiple depths using an auger. The soil samples were then preserved and transported to a laboratory for further analysis and testing. The analysis involved identifying and recording the soil type, color, consistency, moisture content, and additional notes. **4. Detailed Soil Profile** **Sample 1** - **Depth:** 15.00 feet - **Soil Type:** Clay - **Color:** Brown - **Moisture Content:** 20% - **Consistency:** Soft - **Sampled at:** 2025-12-15 05:18 **Sample 2** - **Depth:** 25.00 feet - **Soil Type:** Clay - **Color:** Black - **Moisture Content:** Not recorded - **Consistency:** Hard - **Sampled at:** 2025-12-15 05:19 **Sample 3** - **Depth:** 28.00 feet - **Soil Type:** Clay - **Color:** Brown - **Moisture Content:** Not recorded - **Consistency:** Hard - **Sampled at:** 2026-01-03 18:09 **Sample 4** - **Depth:** 35.00 feet - **Soil Type:** Clay - **Color:** Brown - **Moisture Content:** Not recorded - **Consistency:** Soft - **Sampled at:** 2026-04-19 20:15 **5. Soil Classification and Characteristics** The soil samples extracted from various depths were all categorized as clay. The color of the soil varied from brown to black. The consistency of the soil at different depths varied between soft and hard. The moisture content was recorded only for the first sample (20%) and was not recorded for the other samples. **6. Observations and Findings** The soil at the project site predominantly consists of clay, which ranges in color from brown to black. The consistency of the soil changes from soft to hard as the depth increases, indicating a potential change in compaction and moisture content. The moisture content was only identified at a depth of 15 feet, with a value of 20%. **7. Recommendations** Further tests are recommended to establish the moisture content at all depths as this is a critical factor that can influence the strength and stability of the soil. Additionally, geotechnical investigations such as shear strength tests, consolidation tests, and permeability tests should be performed to comprehensively understand the soil behavior. These additional tests will provide valuable information for the design and construction of potential structures on this site. This report has been prepared based on the soil samples provided for analysis. The findings and recommendations are subject to change in the event of significant variations in the soil profile at the Field Boring Log project site. Prepared by: [Your Name] Geotechnical Engineer [Date]