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IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGIN RING REPORT More construction problems are caused by site subsur- technical engineers who then render an opinion about face conditions than any other factor.As troublesome as overall subsurface conditions, their likely reaction to subsurface problems can be,their frequency and extent proposed construction activity,and appropriate founda- have been lessened considerably in recent years,due in tion design. Even under optimal circumstances actual large measure to programs and publications of ASFE/ conditions may differ from those inferred to exist, The Association of Engineering Firms Practicing in because no geotechnical engineer, no matter how the Geosciences. qualified,and no subsurface exploration program, no matter how comprehensive, can reveal what is hidden by The following suggestions and observations are offered earth, rock and time.The actual interface between mate- to help you reduce the geotechnical-related delays, rials may be far more gradual or abrupt than a report cost-overruns and other costly headaches that can indicates. Actual conditions in areas not sampled may occur during a construction project. differ from predictions. Nothing can be done to prevent the unanticipated,but steps can be taken to help minimize their A GEOTECHNICAL ENGINEERING impact. For this reason, most experienced owners retain their geotechnical consultants through the construction stage,to iden- REPORT IS BASED ON A UNIQUE SET tify variances,conduct additional tests which may be OF PROJECT-SPECIFIC FACTORS needed, and to recommend solutions to problems encountered on site. A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique SUBSURFACE CONDITIONS set of project-specific factors. These typically include: the general nature of the structure involved, its size and CAN CHANGE configuration; the location of the structure on the site Subsurface conditions may be modified by constantly- and its orientation; physical concomitants such as changing natural forces. Because a geotechnical engi- access roads,parking lots,and underground utilities, neering report is based on conditions which existed at and the level of additional risk which the client assumed the time of subsurface exploration.construction decisions by virtue of limitations imposed upon the exploratory should not be based on a geotechnical engineering report whose program.To help avoid costly problems,consult the geotechnical engineer to determine how any factors adequacy may have been affected by time. Speak with the geo- which change subsequent to the date of the report may technical consultant to learn if additional tests are affect its recommendations. advisable before construction starts. Unless your consulting geotechnical engineer indicates Construction operations at or adjacent to the site and natural events such as floods, earthquakes or ground- otherwise. your geotechnical engineering report should not be used: water fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical •When the nature of the proposed structure is changed, for example, if an office building will be report.The geotechnical engineer should be kept g apprised of any such events, and should be consulted to erected instead of a parking garage, or if a refriger- determine if additional tests are necessary ated warehouse will be built instead of an unre- frigerated one; •when the size or configuration of the proposed GEOTECHNICAL SERVICES ARE structure is altered; PERFORMED FOR SPECIFIC PURPOSES --when the location or orientation of the proposed AND PERSONS structure is modified; •when there is a change of ownership,or Geotechnical engineers' reports are prepared to meet •for application to an adjacent site. the specific needs of specific individuals.A report pre- Geotechnical engineers cannot accept responsibility for problems pared for a consulting civil engineer may not be ad which may develop if they are not consulted after factors consid- quate for a construction contractor,or even some other ered in their report's development have changed. consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use MOST GEOTECHNICAL "FINDINGS" by any other persons for any purpose,or by the client ARE PROFESSIONAL ESTIMATES for a different purpose, may result in problems. No indi- vidual other than the client should apply this report for its Site exploration identifies actual subsurface conditions intended purpose without first conferring with the geotechnical only at those points where samples are taken,when engineer. No person should apply this report for any purpose they are taken. Data derived through sampling and sub- other than that originally contemplated without first conferring sequent laboratory testing are extrapolated by geo- with the geotechnical engineer. F-2