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A GEOTECHNICAL ENGINEERING der the mistaken impression that simply disdaining re- <br /> REPORT IS SUBJECT TO sponsibility for the accuracy of subsurface information <br /> always insulates them from attendant liability. Providing <br /> MISINTERPRETATION the best available information to contractors helps pre- <br /> _tly problems can occur when other design profes- vent costly construction problems and the adversarial <br /> sionals develop their plans based on misinterpretations attitudes which aggravate them to disproportionate <br /> of a geotechnical engineering report.lb help avoid scale. <br /> these problems, the geotechnical engineer should be READ RESPONSIBILITY <br /> retained to work with other appropriate design profes- <br /> sionals to explain relevant geotechnical findings and to CLAUSES CLOSELY <br /> review the adequacy of their plans and specifications <br /> relative to geotechnical issues. Because geotechnical engineering is based extensively <br /> on judgment and opinion,it is far less exact than other <br /> • <br /> design disciplines. This situation has resulted in wholly <br /> unwarranted daims being lodged against geotechnical <br /> BORING LOGS SHOULD NOT BE consultants.lb help prevent this problem,geotechnical <br /> engineers have developed model dauses for use in writ- <br /> SEPARATED FROM THE ten transmittals.These are not exculpatory clauses <br /> ENGINEERING REPORT designed to foist geotechnical engineers' liabilities onto <br /> someone else. Rather, they are definitive dauses which <br /> Final boring logs are developed by geotechnical engi- identify where geotechnical engineers' responsibilities <br /> neers based upon their interpretation of field logs begin and end. Their use helps all parties involved rec- <br /> (assembled by site personnel)and laboratory evaluation ognize their individual.responsibilities and take appro- <br /> of field samples. Only final boring logs customarily are priate action. Some of these definitive dauses are likely <br /> included in geotechnical engineering reports. These logs to appear in your geotechnical engineering report,and <br /> should not under any circumstances be redrawn for inclusion in you are encouraged to read them closely.Your geo- <br /> architectural or other design drawings. because drafters technical engineer will be pleased to give full and frank <br /> may commit errors or omissions in the transfer process. answers to your questions. <br /> Although photographic reproduction eliminates this <br /> problem,it does nothing to minimize the possibility of OTHER STEPS YOU CAN TAKE TO <br /> contractors misinterpreting the logs during bid prepara- <br /> �i. <br /> When this occurs,delays, disputes and unantici- REDUCE RISK <br /> ed costs are the all-too-frequent result. Your consulting geotechnical engineer will be pleased to <br /> To minimize the likelihood of boring log misinterpreta- discuss other techniques which can be employed to mit- <br /> tion,give contractors ready access to the complete geotechnical igate risk. In addition,ASFE has developed a variety of <br /> engineering report prepared or authorized for their use. materials which may be beneficial.Contact ASFE for a <br /> Those who do not provide such access may proceed un- complimentary copy of its publications directory. <br /> f <br /> ASFE <br /> 4' <br /> Published by j <br /> THE ASSOCIATION <br /> OF ENGINEERING FIRMS <br /> PRACTICING IN THE GEOSCIENCES <br /> 8811 Colesville Road/Suite G 106/Silver Spring, Maryland 20910/(301) 565-2733 <br /> 0788/3M <br />