Report of Geotechnical Exploration & Review-2013

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Appendix B Geotechnical Report Limitations and Guidelines for Use Report No. O1-05798 B.1 REFERENCE This appendix provides information to help you manage your risks relating to subsurface problems which are caused by construction delays, cost overruns, claims, and disputes. This information was developed and provided by ASFE�,of which,we aze a member firm. B.2 RLSK MANAGEMENT INFORMATION B.2.1 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 fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solely for the client. No one except you should rely on your geotechnical engineering report without fust 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. B.2.2 Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. B.2.3 A Geotechnical Engineering Report is Based on A Unique Set of Project-Specific Factors Geotechnicat engineers consider a number of unique, project-specific factors when establishing the scope of a study. Typically 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 srivcture on the site; and other planned or eacisting site improvements,such as access roads,parking lots, and underground utiliries. Unless the geotechnical engineer who conducted the study specifically indicates otherwise,do not rely on a geotechnical engineering report that was: • not prepared for you, • not prepared for your project, • not prepazed for the specific site explored,or • completed before important project changes were made. Typical changes 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. B.2.4 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 af�ected 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 addirional testing or analysis could�revent major problems. 1 ASFE,8811 Colesville Road/Suite G106,Silver Spring,MD 20910 Telephone:301/565-2733:www.asfe.or¢ Appendix B—Page 1 of 2 AMERICAN ENGINEERING TESTING,INC