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920 MILLWRIGHT LOOP S BASE FILE Geotech Report 2023-12-29
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920 MILLWRIGHT LOOP S BASE FILE Geotech Report 2023-12-29
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12/29/2023 3:28:33 PM
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Address Document
Street Name
MILLWRIGHT LOOP S
Street Number
920
Tenant Name
BASE FILE
Address Document Type
Geotech Report
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6.0 LIMITATIONS <br />We have prepared Nis report for the exclusive use of Port of Everett, END, and their authorized agents for <br />the Port of Everett Waterfront Place Center Parcel A17 project In Everett, Washington. <br />Within the limitations of scope, schedule and budget, our services have been executed in accordance with <br />generally accepted practices in the field of geotechnical engineering in Nis area at the time this report was <br />prepared. No warranty or other conditions, express or implied, should be understood. <br />Please refer to Appendix B "Report Limitations and Guidelines or Use" for additional information pertaining <br />to use of this report. <br />7.0 REFERENCES <br />American Association of State Highway and Transportation Officials (AASHTO). 2017. "AASHTO LRFD Bridge <br />Design Specifications." <br />American Society of Civil Engineers 7-16 (ASCE). 2016. 'American Society of Civil Engineers, Minimum <br />Design Loads and Associated Criteria for Buildings and Other Structures." <br />Bray, J. D. and T. Travasarou. 2007.'Simplified procedure for estimating earthquake -induced deviatoric <br />slope displacements," Journal of Geotechnical and Geoenvironmental Engineering. 133(4), pp. <br />381-392. der 10.1061/(ASCE)109"241(2007)133:4(381). <br />Bray, J. D., ). Macetlo and T. Travasarou. 2018. 'Simplified procedure for estimating seismic slope <br />displacement for subductlon zone earthquakes," Journal of Geotechnical and Geoenvironmental <br />Engineering, 144I3): 04017124. <br />Finn, W. D. L. and Fu ltz, N. 2004. "Behavior of Piles in Liquefiable Soils during Earthquakes: Analysis and <br />Design Issues." Proceedings: Fifth International Conference on Case Histories In Geotechnical <br />Engineering, New York, April 13-17, 2004. <br />Idriss, I. M. and R. W. Boulanger. 2008. "Soil Liquefaction during Earthquakes." Monograph MNO-12, <br />Earthquake Engineering Research Institute, Oakland, C4, 261pp. <br />Ishihara, K. and M. Yoshimine. 1992. "Evaluation of Settlements in Sand Deposits Following Liquefaction <br />During Earthquakes,' Soils and Foundations, 32(1), pp. 173-188. <br />Tokimatsu, K. and H. B. Seed. 1987. "Evaluation of settlement In sands due to earthquake shaking.' <br />Journal of Geotechnical Engineering, v. 113, no. 8, August. <br />Youd, T. L., et al. 2001.'Liquefaction Resistance of Soils: Summary Report from Me 1996 NCEER and <br />1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils." Journal of <br />Geotechnical and Geoenvironmental Engineering, ASCE, October 2001, pp. 817833. <br />GEGENGINEEkS 67 Mgnber2n,2921 oPage In <br />
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