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2825 COLBY AVE COLBY CENTER Geotech Report 2018-01-02 MF Import
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2825 COLBY AVE COLBY CENTER Geotech Report 2018-01-02 MF Import
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Last modified
10/25/2022 1:05:26 PM
Creation date
12/30/2019 11:20:38 AM
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Address Document
Street Name
COLBY AVE
Street Number
2825
Tenant Name
COLBY CENTER
Address Document Type
Geotech Report
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A GFATECHNICAL ENGINEERING der the mis�akcn impression that simply disclaiming re- <br /> I�EF"ORT IS SUB�ECT TO sponsibiliry for the accuracy ot subsurface information , <br /> MISINTERPRETATION always insulates them from attendant liability Providing <br /> the best available information to contractors helps pm- <br /> Costly problems can occur when other des�gn pro(es- �en[cosUy construction problems and the adversarial <br /> sionals develop their plans based on misinterpretations attitudes which aggravate them to disproportionate � <br /> o(a geotechnical enginerring report.fi help avoid scale. <br /> these problems, the geotechnical engineer should be READ RESP(�NSIBILITY <br /> retained to work with other appropriate design pro(es- <br /> sionals to explain mlevant geotechnical tindings and to CLRU5ES CLOSELY <br /> mview the adequaq�of their plans and speci(ications <br /> relative[o geotechnical issues. Bewuse geotechnical engineering is based extensively <br /> on judgment and opinion.it is(ar less exact than other <br /> design disciplines This situation has resulted in wholly <br /> umHarranted daims being lodged against geotechnical <br /> BORING LOGS SHOULD NOT 8i: consultants Tb help prevent this problem,geotechnical <br /> SEPARATED FROM THE enginecrs have developed model dauses tor use in writ- <br /> ten transmittals.These are nol ezculpatory dauses <br /> ENGINEERING REPORT designed to foist geotechnical�ngineers'liabilities onto <br /> someoce else Rathet they are definitive dauses which <br /> Final boring logs are developed by geotechnical engi- identify where geotechnical engineers responsibilities <br /> neers based upon their interpretauon o(field logs begin and end. Their usc helps all parties involved reo- <br /> lassembled by ste personnell and laborarory evaluation ognize their individual msponsibilities and take appro- <br /> o((ield samples.nnty(inal boring logs cusromarily are ,riate action. Some o(the>e de(initive dauses are likely <br /> included in geotechnical engineering reports. These logs to appear in your geotechnical engineering report,and <br /> should no1 undr.anu rircumstanres br redrau�n for indusion in you are encouraged to read them dosely Your geo- <br /> architectural or other design drawings,because dre(ters technical engineer will be pleased to give Full and Frank <br /> may commit errors or omissions in the transfer process. answers to your questiors. <br /> Althuugh photogrephic reproduction eliminates[his <br /> problem. it does nothing to minimize the possibility o( OTHER STEPS YOU CAN TAKE TO <br /> contrac[ors misinterpreting the logs during bid prepara- <br /> tion.When this occurs,delays,disputes and unantici- REDUCE RISK <br /> pated costs are the all-too-frequent resul[. Your consolting geotechnical engineer will be pleased ro <br /> To minimize the likelihood of boring log misinterpreta- discuss other techniques which can be employed to mit- <br /> tion,give mntroctnrs reaAy access lo the complete geotechnical igate risk In addition,ASFC has developed a variety of <br /> engineering repnrl prepared or authorized fer their use. materials which may be beneficial.Contact ASFE for a <br /> Those who du not provide such access may proceed un- complimentary copy of its putlications directory <br /> i; <br /> ` . �� <br /> rj <br /> � <br /> ' Publishrd 6y � <br /> ASFE PItAC�il HG N THE GEOSCIENCES <br /> 881 I Colesuille Road/Suite G 106/Silver Spring, Maryland 20910/13011565-2733 �I <br /> 0]M/)M I <br /> J <br /> � - <br />
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