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IMPORTANT INFORMATION <br /> ABOUT YOUR <br /> GEOTECHNICAL ENGINEERING REPORT <br /> More construction problems are caused by site subsur- technical engineers who then render an opinion about <br /> face conditions than any other factor.As troublesome as overall subsurface conditions, their likely reaction to <br /> subsurface problems can be, their frequency and extent proposed construction activity,and appropriate founda- <br /> have been lessened considerably in recent years,due in tion design. Even under optimal circumstances actual <br /> large measure to programs and publications of ASFE/ conditions may differ from those inferred to exist, <br /> The Association of Engineering Firms Practicing in because no geotechnical engineer, no matter how <br /> the Geosciences. qualified,and no subsurface exploration program, no <br /> The following suggestions and observations are offered matter how comprehensive,can reveal what is hidden by <br /> to helpearth, rock and time.The actual interface between mate- <br /> you reduce the geotechnical-related delays, rials may be far more gradual or abrupt than a report <br /> cost-overruns and other costly headaches that can indicates.Actual conditions in areas not sampled may <br /> occur during a construction project. differ from predictions. Nothing can be done to prevent the <br /> unanticipated, but steps can be taken to help minimize their <br /> A GEOTECHNICAL ENGINEERING impact. For this reason, most experienced owners retain their <br /> REPORT IS BASED ON A UNIQUE SET geotechnical consultants through the construction stage, to iden- <br /> tify variances,conduct additional tests which may be <br /> OF PROJECT-SPECIFIC FACTORS needed,and to recommend solutions to problems <br /> A geotechnical engineering report is based on a subsur- <br /> encountered on site. <br /> face exploration plan designed to incorporate a unique SUBSURFACE CONDITIONS <br /> set of project-specific factors.These typically include: <br /> the general nature of the structure involved, its size and CAN CHANGE <br /> configuration; the location of the structure on the site <br /> and its orientation; physical concomitants such as Subsurface conditions may be modified by constantly- <br /> access roads, parking lots,and underground utilities, changing natural forces. Because a geotechnical engi- <br /> and the level of additional risk which the client assumed neering report is based on conditions which existed at <br /> by virtue of limitations imposed upon the exploratory the time of subsurface exploration,construction decisions <br /> program. To help avoid costly problems,consult the should not be based on a geotechnical engineering report whose <br /> geotechnical engineer to determine how any factors adequacy may have been affected by time. Speak with the geo- <br /> which change subsequent to the date of the report may technical consultant to learn if additional tests are <br /> affect its recommendations. advisable before construction starts. <br /> Unless your consulting geotechnical engineer indicates Construction operations at or adjacent to the site and <br /> otherwise,your geotechnical engineering report should not natural events such as floods,earthquakes or ground- <br /> be used: water fluctuations may also affect subsurface conditions <br /> •When the nature of the proposed structure is and, thus,the continuing adequacy of a geotechnical <br /> changed, for example, if an office building will be report.The geotechnical engineer should be kept <br /> erected instead of a parking garage,or if a refriger- apprised of any such events,and should be consulted to <br /> ated warehouse will be built instead of an unre- determine if additional tests are necessary. <br /> frigerated one; <br /> •when the size or configuration of the proposed GEOTECHNICAL SERVICES ARE <br /> structure is altered; PERFORMED FOR SPECIFIC PURPOSES <br /> •when the location or orientation of the proposed AND PERSONS <br /> structure is modified; <br /> •when there is a change of ownership,or Geotechnical engineers' reports are prepared to meet <br /> •for application to an adjacent site. the specific needs of specific individuals. A report pre- <br /> Geotechnical engineers cannot accept responsibility for problems pared for a consulting civil engineer may not be ade- <br /> which may develop if they are not consulted after factors consid- quate for a construction contractor,or even some other <br /> ered in their report's development have changed. consulting civil engineer. Unless indicated otherwise, <br /> this report was prepared expressly for the client involved <br /> and expressly for purposes indicated by the client. Use <br /> MOST GEOTECHNICAL "FINDINGS" by any other persons for any purpose, or by the client <br /> ARE PROFESSIONAL ESTIMATES for a different purpose, may result in problems. No indi- <br /> vidual other than the client should apply this report for its <br /> Site exploration identifies actual subsurface conditions intended purpose without first conferring with the geotechnical <br /> only at those points where samples are taken,when engineer. No person should apply this report for any purpose <br /> they are taken. Data derived through sampling and sub- other than that originally contemplated without first conferring <br /> sequent laboratory testing are extrapolated by geo- with the geotechnical engineer. <br />