Soil Sampling Report - Field Boring log
July 10, 2026
Soil Sampling Report - Field Boring log
Field Boring log
Apr 28, 2026 13:22
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**PROJECT REPORT: GEOTECHNICAL SOIL SAMPLING** **1. Executive Summary** This report presents the results of a geotechnical investigation for the "Field Boring Log" project located in Texas. The investigation was initiated on 15th December 2025. The primary aim was to understand the soil profile and characteristics at varying depths for future development suitability. The report details the sampling methodology, soil profiles, soil classification, characteristics, and observations found during the sampling process. **2. Project Information** - Project Name: Field Boring Log - Location: Texas - Start Date: 15th December 2025 - Description: A comprehensive geotechnical investigation to understand the soil profile and its characteristics for future development suitability. **3. Sampling Methodology** The soil sampling was carried out using standard penetration test (SPT) samplers at regular intervals of depth. The sampler was driven into the soil to collect samples at the desired depth. The samples were then sealed, labeled, and sent to the laboratory for further analysis. The samples were tested for moisture content, color, consistency, and soil type. **4. Detailed Soil Profile** - At a depth of 15.00 feet: The soil is a brown-colored clay with a moisture content of 20%. The consistency of the soil is soft. - At a depth of 25.00 feet: The soil is black clay. The moisture content was not recorded for this sample. The consistency is hard. - At a depth of 28.00 feet: The soil is brown clay. The moisture content was not recorded for this sample. The consistency is hard. - At a depth of 35.00 feet: The soil is a brown-colored clay. The moisture content was not recorded for this sample. The consistency of the soil is soft. **5. Soil Classification and Characteristics** The soil samples collected were all clay, varying in color from brown to black. The soil showed a varying degree of moisture content and consistency. The moisture content was recorded as 20% at a depth of 15.00 feet. The consistency varied from soft to hard depending on the depth of the sample. **6. Observations and Findings** The soil profile indicates a dominance of clay, with a consistency that varies from soft to hard. The moisture content was only available for the 15.00 feet depth sample. The color of the soil also differed, indicating possible variations in mineral content and age of the soil. **7. Recommendations** Based on the geotechnical investigation, it is recommended that further investigations be carried out to determine the suitability of the site for construction purposes. This should include additional samples to determine the soil's bearing capacity, shear strength, and expandability. Furthermore, the moisture content at varying depths should be recorded to better understand the soil's drainage characteristics. **Conclusion** This report provides a detailed analysis of the soil samples collected from the "Field Boring Log" project site. Further tests are recommended to establish a detailed understanding of the site's geotechnical characteristics for future development decisions.