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Landau Associates 5/9/2016
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Landau Associates 5/9/2016
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Last modified
5/27/2016 10:41:08 AM
Creation date
5/27/2016 10:41:02 AM
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Contracts
Contractor's Name
Landau Associates
Approval Date
5/9/2016
Council Approval Date
4/20/2016
End Date
9/30/2016
Department
Public Works
Department Project Manager
Ed Fisher
Subject / Project Title
Design Services for Chaplain Creek Culverts
Tracking Number
0000091
Total Compensation
$15,610.00
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
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Proposal for Geotechnical Engineering Services Landau Associates <br /> will be held in our laboratory for 30 days after submittal of the final report.After that date, <br /> the soil samples will be disposed of unless arrangements are made to retain them. <br /> • A geotechnical engineer from LAI will analyze the data obtained from the field explorations <br /> and laboratory testing to develop geotechnical recommendations to support design and <br /> construction of the project. <br /> • Prepare and submit a geotechnical engineering report summarizing the expected subsurface <br /> soil and groundwater conditions at the site.Also included in the report will be a figure <br /> showing the approximate locations of the borings completed for this study, interpreted logs of <br /> the borings,and geotechnical design parameters for the project, including: <br /> — Discussion of soil and groundwater conditions at the site <br /> — Recommendations for site preparation, including overexcavation and replacement <br /> requirements should unsuitable soil be encountered within the proposed bridge <br /> footprint;temporary and permanent slopes; import fill requirements;fill placement <br /> and compaction criteria;and subgrade preparation for foundations <br /> — Recommendations for shallow foundation support of the new bridge foundation; <br /> maximum allowable soil bearing pressure;minimum footing size; minimum depth of <br /> burial (frost depth);and resistance to lateral loads(passive earth pressure and friction <br /> coefficient) <br /> — Estimated short-term and long-term settlements of foundations <br /> — Recommendations for lateral earth pressures(presented in terms of equivalent fluid <br /> pressures)under static and dynamic loading conditions for use in design of the bridge <br /> abutments and head walls <br /> — Conclusions regarding the anticipated need for dewatering the footing excavations <br /> that will be required to replace the existing culvert. Included will be a discussion of <br /> appropriate dewatering systems for the proposed construction <br /> — Recommendations for geotechnical monitoring and construction support services. <br /> The deliverables provided for this scope of services will be a draft and final geotechnical engineering <br /> report. The draft geotechnical engineering report will be provided to the City of Everett for review. <br /> Comments will be reviewed and incorporated into a final geotechnical engineering report. Both the <br /> draft and the final submittals of the geotechnical engineering report will be sent electronically in Adobe <br /> PDF format. <br /> Assumptions <br /> LAI assumptions are: <br /> • City of Everett will provide a current site plan and survey of the site in electronic format. <br /> • Actual depths of footing required for scour will be provided by the City of Everett. Evaluation <br /> of scour depth is not included in our scope of work. <br /> • The proposed exploration program can be performed without the need for traffic control <br /> personnel. <br /> March 25,2016 2 <br />
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