My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
TranTech Engineering LLC 5/15/2019
>
Contracts
>
6 Years Then Destroy
>
2020
>
TranTech Engineering LLC 5/15/2019
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/22/2020 9:51:30 AM
Creation date
6/4/2019 10:27:40 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
TranTech Engineering LLC
Approval Date
5/15/2019
Council Approval Date
5/1/2019
End Date
12/31/2020
Department
Public Works
Department Project Manager
Gael Fisk
Subject / Project Title
Design of Maple Heights Seismic Retrofit
Tracking Number
0001812
Total Compensation
$267,925.00
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
Document Relationships
TranTech Engineering LLC 4/15/2020 Amendment 1
(Contract)
Path:
\Records\City Clerk\Contracts\6 Years Then Destroy\2023
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
78
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
• Evaluate geologic hazards. Based on the range of geotechnical soil properties, an <br /> evaluation of earthquake-induced geologic hazards that may affect the bridge <br /> foundation resistances will be performed. Seismic ground motion, slope stability <br /> and settlement will be included in the geologic hazard evaluation. <br /> • Evaluate Potential for Liquefaction: The CONSULTANT will evaluate potential for <br /> liquefaction, lateral spreading and liquefaction-induced settlement. <br /> • Evaluate Seismic Lateral Earth Pressures at Existing Abutments:The CONSULTANT <br /> will evaluate lateral earth pressures at existing abutments under seismic loading <br /> conditions. <br /> • Perform geotechnical foundation resistance assessment: The CONSULTANT will <br /> analyze the existing foundations and soil conditions to develop foundation capacity <br /> recommendations.This assessment will also consider the results of the geologic <br /> hazard evaluation, including the potential effects of slope stability on the <br /> foundations. <br /> • Project Coordination Meetings: The CONSULTANT will attend up to one (1) project <br /> coordination meeting at the City of Everett's Office. The CONSULTANT's attendance <br /> will be used to convey the geotechnical considerations of the site to the City and the <br /> design team. <br /> • Geotechnical QA/QC: The CONSULTANT will have all design calculations and <br /> recommendations reviewed by a senior principal prior to distribution to the design <br /> team or the City. <br /> • Prepare Draft Geotechnical Engineering Memo: The CONSULTANT will prepare a <br /> draft geotechnical engineering memo for the project. This memo will contain the <br /> results of the geotechnical engineering investigation, including description of surface <br /> and subsurface conditions; a site plan showing exploration locations and other <br /> pertinent features; summary boring logs; and laboratory test results and all AASHTO- <br /> required seismic retrofit design parameter required for the project. <br /> • Respond to City of Everett and Design Team Comments: CONSULTANT will review <br /> and respond to one round of comments received. <br /> • Miscellaneous Geotechnical Analysis: The CONSULTANT will provide up to 15 hours <br /> of miscellaneous geotechnical analysis to support the design team with various <br /> questions and request for additional analysis. <br /> • Geotechnical Task Management:The CONSULTANT will provide geotechnical task <br /> management to all geotechnical related aspects of the project. The CONSULTANT <br /> Maple Heights Bridge Seismic Retrofit 12 <br />
The URL can be used to link to this page
Your browser does not support the video tag.