DVDATUM
October 29, 2025
Soil Sampling Report - Dvdatum
Dvdatum
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Generated on: October 28, 2025 08:33
**Soil Sampling Report** **Project Name:** Dvdatum **Report Date:** 2025-10-29 **1. Executive Summary** This report provides a comprehensive overview of the soil sampling activities carried out on October 28, 2025, for the Dvdatum project in Texas. The soil profile was assessed at different depths to identify the soil types, their moisture content, and consistency. Based on the results, an analysis of the soil characteristics and recommendations for further actions are provided. **2. Project Information** - **Project Name:** Dvdatum - **Location:** Texas - **Start Date:** 2025-10-28 - **Soil Sampling Performed by:** Sugam **3. Sampling Methodology** The soil sampling was conducted utilizing traditional drilling methods. The samples were collected at different depths to adequately identify the soil profile. Each sample was then analyzed for its type, color, moisture content, and consistency. **4. Detailed Soil Profile** - **Sample 1:** Depth - 12.00 feet, Soil Type - Gravel, Color - Gray, Moisture Content - 20% - **Sample 2:** Depth - 18.00 feet, Soil Type - Clay, Color - Dark Brown, Moisture Content - Dry, Consistency - Soft - **Sample 3:** Depth - 20.00 feet, Soil Type - Silt, Color - Gray, Moisture Content - 20%, Consistency - Dry **5. Soil Classification and Characteristics** The soil profile shows a mix of gravel, clay, and silt at different depths. While gravel is found at 12 feet, clay and silt are found at 18 and 20 feet, respectively. The moisture content varies, with the gravel and silt content being 20%, while the clay layer is dry. The consistency of the clay layer is soft, whereas the silt layer is dry. **6. Observations and Findings** The soil profile shows a viable ground for construction activities with a strong gravel layer being present at 12 feet. However, the clay layer at 18 feet might require additional attention due to its dryness and soft consistency. This could potentially lead to settlement issues. The silt layer at 20 feet, while dry, does not appear to pose significant concerns at this stage. **7. Recommendations** It is recommended to conduct further tests such as Atterberg limits on the clay layer to assess its suitability for the intended construction. In addition, a compaction test on the gravel layer might provide further insight into its load-bearing capacity. If the clay layer's properties are found to be problematic, soil stabilization techniques may need to be considered. **Prepared by:** [Your Name] [Your Position] [Your Contact Information]