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Report of Geotechnical Investigation
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Last modified
8/22/2023 4:56:06 PM
Creation date
7/5/2016 1:11:27 PM
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x Address Old
House Number
701
Street Name
Dickey Lake
Street Type
Drive
Address
701 Dickey Lake Drive
Document Type
Land Use
PIN
3411823220005
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i <br /> I , <br /> ii � i � i ii i <br /> I • � • <br /> � � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> r <br /> / ' P // • . / 6. ' I I / l•. ' �� . � , . . I 1 1 <br /> ' / / I / • I / I /'/ / ' / / ,/' / <br /> i <br /> I <br /> Geotechnical Services Are Performed tor • elevation,configuration, location,orientation,or weight of the <br /> Specitic Purposes, Persons, and Projects praposed structure, <br /> Geotechnical engineers structure their services to meet the specific needs of • composition of the design team,or <br /> their clients.A geotechnical engineering study conducted for a civil engi- • project ownership. <br /> neer may not fulfill the needs of a construction contractor or even another <br /> civil engineec Because each geotechnical engineering study is unique,each As a general rule,always inform your geotechnical engineer of project <br /> geotechnical engineering report is unique,prepared solelyfor the client.No changes—even minor ones—and request an assessment of their impact. <br /> one except you should rely on your geotechnical engineering report without Geotechnical engineers cannot accept responsibility or liability forproblems <br /> first conferring with the geotechnical engineer who prepared it.And no one thaf occur because theirreports do not consider developments o(which <br /> —not even you—should apply the report for any purpose or project they were not informed. <br /> except the one originally contemplated. <br /> Subsurface Conditions Can Change <br /> Read the Full Report A geotechnical engineering report is based on conditions that existed at <br /> Serious problems have occurred because those relying on a geotechnical the time the study was performed.Do not rely on a geotechnical engineer- <br /> engineering report did not read it ail.Do not rely on an executive summary. ing report whose adequacy may have been affected by:the passage of <br /> Do not read selected elements only. time;by man-made events,such as construction on or adjacent to the site; <br /> or by natural events,such as floods,earthquakes,or groundwater fluctua- <br /> A Geotechnical Engineering Report Is Based on tions.Always contact the geotechnical engineer before applying the report <br /> A Unique Set oi Project-Specific Factors to determine if it is still reliable.A minor amount of additional testing or <br /> Geotechnical engineers consider a number of unique,project-specific fac- analysis could prevent major problems. <br /> tors when establishing the scope of a study.Typical factors include:the <br /> client's goals,objectives,and risk management preferences;the general Most Geotechnical Findings Are Professional <br /> nature of the structure involved,its size,and configuration;the location of Opinions <br /> the structure on the site;and other planned or existing site improvements, Site exploration identifies subsurface conditions only at those points where <br /> such as access roads,parking lots,and underground utilities.Unless the subsurface tests are conducted or samples are taken.Geotechnical engi- <br /> geotechnical engineer who conducted the study specifically indicates oth- neers review field and laboratory data and then apply their professional <br /> erwise,do not rely on a geotechnical engineering report that was: jutlgment to render an opinion about subsurface conditions throughout the <br /> • not prepared for you, site.Actual subsurface conditions may differ—sometimes significantly— <br /> • not prepared for your project, from those indicated in your report.Retaining the geotechnical engineer <br /> • not prepared for the specific site exploretl,or who developed your report to provide construction observation is the <br /> • completed before important project changes were made. most effective method of managing the risks associated with unanticipated <br /> conditions. <br /> Typical changes that can erode the reliability of an existing geotechnical <br /> engineering report include those that affect: A Rep01't's Recommendations Are Not final <br /> • the function of the proposed structure,as when iYs changed from a Do not overrely on the construction recommendations included in your <br /> parking garage to an office building,or from a light industrial plant report. Those recommendations are not final,because geotechnical engi- <br /> to a refrigerated warehouse, neers develop them principally from judgment and opinion.Geotechnical <br /> enginee�s can finalize their recommendations only by observing actual <br /> \ <br />
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