Give each unit group a unique, clear, common title and consistently refer to this unit by its given title throughout the report. 4. If it does not, the geotechnical-engineering service will remain incomplete, significantly increasing the owner’s risk as well as your own. %%EOF 4. Provide important results of the laboratory physical property testing and its indications about soil behavior. If appropriate, provide construction recommendations for tie-back anchors including 1) anchor installation methods, 2) anchor testing, and 3) monitoring. provide design recommendations for 1) slab base rock thickness, 2) capillary break, 3) vapor barrier, and 4) floor system drainage. Provide a general description and give dimensions of the project including the general nature of the proposed development, including grading, retaining walls, structures, construction materials, and utilities. List other reports completed for the site or adjacent sites and note whether any environmental site assessments or other environmental work has been completed for the site. startxref Describe any indications of historic geological processes or hazards on or near the site (i.e., slope instability, landslides, liquefaction, flooding, etc). Clearly describe any limitations or restrictions to the conclusions and recommendations. 0000010835 00000 n Provide design recommendations for 1) active and passive earth pressures, 2) surcharge pressures, 3) bearing capacity, 4) minimum or maximum dimensions and depth of penetration, 5) lateral support, 6) wall or backfill drainage systems, and 7) any other appropriate structural details. Describe what is anticipated for site grading and earthwork and provide an opinion on the proper sequence and approach to accomplish the site work. Emphasize any aspects of site work which could impact the performance of foundations. Recommendations should be general and further studies may be required. HTML Editora B IV А : Tx E EX X TT 12pt TOU Tube Paragraph. Provide design recommendations for 1) depth of stripping, 2) soil excavation limits and slopes, 3) depth and lateral limits of over excavation to remove unsuitable materials, 4) preload fills, 5) location and thickness of particular fill material or compaction requirements, 6) maximum temporary and permanent slopes, and 7) permanent surface and subsurface drainage systems. 0000006757 00000 n 0000012021 00000 n this to happen, the geotechnical-engineering scope of service needs to include on-site observation of the subsurface conditions exposed by excavation. Describe the nature and occurrence of groundwater. trailer Describe the dates, general nature, and extent of the geotechnical investigation. 0000012786 00000 n 0000001576 00000 n Slab-on-Grade Floors: provide construction recommendations for 1) subgrade preparation, 2) slab base rock placement and compaction, 3) capillary break and vapor barrier installation, and 4) floor drainage system installation (if appropriate). Additional design parameters will be required for each specific site. This section should be included in all lengthy or complex reports. X TIT √x Tube V TT 12pt Paragraph Question 3 2 pts You have the option of building your geotechnical engineering consulting firm's headquarters on two sites with primarily clay soil. For each item covered in the recommendations sections, present the following: 4.2 TEMPORARY SHORING AND RETAINING WALLS. 0000112434 00000 n They investigate and assess construction sites, conduct lab tests, create designs for structures, supervise construction, and write and present reports. 0000003212 00000 n Provide an opinion on the expected level of ground motion during a major earthquake. View desktop site, 1)Glacial soil: Advantage: 1) Glacial soil are usually hard and compacted soil containing sand, gravel.

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