My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Jacobs Engineering Group, Inc. 1/23/2026
>
Contracts
>
Agreement
>
Professional Services (PSA)
>
Jacobs Engineering Group, Inc. 1/23/2026
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/23/2026 4:00:16 PM
Creation date
1/23/2026 3:58:03 PM
Metadata
Fields
Template:
Contracts
Contractor's Name
Jacobs Engineering Group, Inc.
Approval Date
1/23/2026
Council Approval Date
12/17/2025
End Date
12/31/2028
Department
Public Works
Department Project Manager
Tom Hood
Subject / Project Title
41st Street to Rucker Avenue Corridor Phase 2
Tracking Number
0005085
Total Compensation
$2,649,646.00
Contract Type
Agreement
Contract Subtype
Professional Services (PSA)
Retention Period
6 Years Then Destroy
Imported from EPIC
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
85
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).
Download electronic document
View images
View plain text
Exhibit A (Scope of Work) <br />Task 4 – Geotechnical <br />This task includes geotechnical engineering services to support the design team. <br />Geotechnical engineering services are needed to support development of contract <br />documents for the construction of retaining walls, utilities, stormwater infrastructure, <br />signal pole foundations, and other road improvements associated with the project. <br />The geotechnical engineering effort will include the following activities: <br />Review Existing Geotechnical and Foundation Information <br />Collect and Review Available Geotechnical Data: Consultant will collect and review <br />readily available and relevant geotechnical information within the project site. This <br />review will include online geotechnical databases, geologic maps, and Consultant <br />library. <br />Pavement Coring <br />The Consultant will core the pavement at up to 28 locations within the travel lanes to <br />assist in pavement design for the project. Pavement will be conducted in coordination <br />with geotechnical borings. Consultant will photograph each of the pavement cores and <br />log the pavement layer and subsurface soil conditions to be included in the geotechnical <br />report. <br />Geotechnical Borings <br />The Consultant will conduct a series of up to four geotechnical borings along the <br />corridor in support of retaining wall design, signal pole design, luminaire foundation <br />design and infiltration potential screening. Geotechnical boing locations will include <br />permitting and development of traffic control plans required for the core locations. <br />Consultant will prepare summary boring logs and perform laboratory testing to evaluate <br />relevant physical properties of the site soils. Laboratory testing would include moisture <br />content, hydrometers, grain-size distribution, and Atterberg Limits. <br />Geotechnical Analysis <br />Based on the borings and the laboratory test results of selected samples, Consultant <br />will generate estimates of the soil strength and other properties to evaluate the effects <br />the subsurface conditions will have on the proposed improvements. Based on the soils <br />encountered along the alignment, Consultant will determine the Site Class for seismic <br />design. The design spectral acceleration parameters will then be selected in <br />accordance with the AASHTO Specifications for Road and Bridge. <br />Pavement Design Analyses <br />Consultant will prepare pavement designs for roadways that will be <br />reconstructed. Four pavement sections will be designed for the proposed <br />improvements, including the following: <br />
The URL can be used to link to this page
Your browser does not support the video tag.