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Slope Stability - lindsays
S DSUrj aces LOD em sface COSUOVerLUIS: PAO ECO ISU UCLOTIBUCLED, CLIUITES MIL OMmELS DLE Tew OlloWinea nl Ornallonus proyidcdmOmel py OUMIANAL ee OLImLShS: Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engineer may not fulfil the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is umique, each geotechnical engineering report is unique, prepared solely for the client. No one except you should rely on your geotechnical engincering report without first conferring with the geotechnical engineer who prepared it. And no one — not even you — should apply the report for any Purpose or project except the one originally contemplated. A Geotechnical Engineering Report Is Based on A Unique Set of Project-Specific Factors Geotechnical engineers consider a number of unique, project-specific factors when establishing the scope of a study. Typical factors include : the client’s goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise, do not rely ona geotechnical engineering report that was : * not prepared for you, * not prepared for your project, ¢ not prepared for the specific site explored, or * completed before important project changes were made. Typical change that can erode the reliability of an existing geotechnical engineering report include those that affect : * the function of the proposed structure, as when it’s changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, * elevation, configuration, location, orientation, or weight of the proposed structure, * composition of the design team, or * — project ownership. As a general rule, always inform your geotechnical engineer of project changes — even minor ones — and request an assessment of their impact. Geotechnical Engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineering report whose adequacy may have been affected by : the passage of time; by man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctuations. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgement to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ — sometimes significantly — from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report’s Recommendations Are Not Final Do not overfely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engineers develop them principally from judgement and opinion. Geotechnical engineers can finalise their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for Page | of 2 GAP - Form No. 3 RL2
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