Soil Sampling Report - Field Boring log
July 10, 2026
Soil Sampling Report - Field Boring log
Field Boring log
Jun 02, 2026 07:46
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**GEOTECHNICAL SOIL SAMPLING REPORT** --------------------- **1. EXECUTIVE SUMMARY** This report presents the findings from a geotechnical soil investigation of the Field Boring log project in Texas, conducted between December 15, 2025, and April 19, 2026. The investigation involved a detailed analysis of the soil profile at various depths and determination of soil characteristics. --------------------- **2. PROJECT INFORMATION** * Project Name: Field Boring log * Location: Texas * Start Date: December 15, 2025 --------------------- **3. SAMPLING METHODOLOGY** The soil sampling was carried out using a standard boring methodology. Samples were collected at different depths using a hollow stem auger. The samples were then sealed in airtight containers to preserve their physical properties before transportation to the laboratory for further analysis. --------------------- **4. DETAILED SOIL PROFILE** The soil profile is categorized by depth as follows: * At 15.00 feet: Brown clay, soft consistency, moisture content 20% * At 25.00 feet: Black clay, hard consistency * At 28.00 feet: Brown clay, hard consistency * At 35.00 feet: Brown clay, soft consistency --------------------- **5. SOIL CLASSIFICATION AND CHARACTERISTICS** The soil at the project site is predominantly clay. The color varies from brown to black. The consistency of clay varies between soft and hard at different depths. At 15 feet, the moisture content was measured to be 20%, but it was not measured at other depths. --------------------- **6. OBSERVATIONS AND FINDINGS** The soil type across all depths is clay, which is typical for the region. The varying coloration from brown to black may indicate different levels of organic material and water saturation. The change in consistency suggests different compaction levels at different depths. The moisture content at 15 feet suggests the presence of a relatively high water table. --------------------- **7. RECOMMENDATIONS** For any construction activities, it is recommended to conduct further investigations to determine the bearing capacity of the soil. Due to the high moisture content at 15 feet, considerations should be made for drainage and waterproofing measures. The hard clay at 25 and 28 feet may require additional effort for excavation or drilling. --------------------- This report provides a preliminary geotechnical investigation and should not be used as the sole basis for any construction-related decision. A comprehensive geotechnical investigation including laboratory testing should be performed for detailed understanding and foundation design. --------------------- ***End of Report***