My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
NV5, INC-A-2020-075-05
Clerk
>
Contracts / Agreements
>
N
>
NV5, INC-A-2020-075-05
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/14/2020 9:24:10 AM
Creation date
5/6/2020 4:19:23 PM
Metadata
Fields
Template:
Contracts
Company Name
NV5, INC
Contract #
A-2020-075-05
Agency
PUBLIC WORKS
Council Approval Date
4/21/2020
Expiration Date
4/21/2023
Insurance Exp Date
5/1/2021
Destruction Year
2024
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
104
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
CONTACTINFO <br />CARL HENDERSON, PE, GE <br />carl.henderson@nv5.com <br />Geotechnical Engineer <br />EXPERIENCE.................................................................................................................................................................................... <br />20 years <br />Dr. Henderson has more than 20 years of experience performing <br />EDUCATION <br />geotechnical evaluations for a wide variety of projects, including buildings, <br />Ph.D. Civil Engineering <br />bridges, highways, roadways, embankments, levees, land development, <br />and commercial and industrial facilities. He has extensive experience with <br />M.S. Civil Engineering <br />embankment construction and stability evaluations for many large roadway <br />(Geotechnical) <br />construction projects in California. Over the last 12 years, he has served as the <br />B.S. Civil Engineering <br />Senior Geotechnical Project Manager and Geotechnical Project Manager for <br />some of the largest highway and bridge projects within San Joaquin County. <br />LICENSES/ <br />CERTIFICATES <br />Geotechnical Engineer <br />project Experience <br />(CA) No. 2886 <br />................................................................................................................................................................................... <br />Sperry Road Extension <br />Civil Engineer (CA) <br />No. 71115 <br />CITY OF STOCKTON I STOCKTON, CA <br />Geotechnical Project Manager. The project extends Sperry Road from <br />AFFILIATIONS <br />Performance Drive to 1-5. In addition, the interchange at 1-5 and French Camp <br />Society of American <br />Road was modified. The project consisted of extending and realigning Sperry <br />Military Engineers <br />Road; extending Performance Drive; realigning French Camp Road to connect <br />(SAME) <br />with the new Sperry Road; and making modifications to the interchange at 1-5 <br />American Society for Civil <br />and French Camp Road. Major structural elements included raising the grade <br />Engineers (ASCE) <br />along the new Sperry Road alignment up to 43 feet above ground; five (5) <br />new bridge/overcrossings; relocation of existing Sperry Road and extension <br />AVAILABILITY <br />of Performance Drive; and mechanically stabilized earth retaining structures <br />30% <br />along portions of Sperry Road. <br />Atlas Tract, Reclamation District 2162 <br />CITY OF STOCKTON I STOCKTON, CA <br />Principal Geotechnical Engineer/Geotechnical Project Manager. Mr. <br />Henderson provided geotechnical and materials testing services for miles of <br />Delta levee improvements for the 360-acre Atlas Tract located northwest of <br />Stockton. Due to the length of the levee system, different soil profiles were <br />evaluated and three different levee configurations were constructed. The <br />westerly perimeter levees were underlain by significant organic soil deposits <br />and included both a water and landside bench. A Letter of Map Revision <br />(LOMR) was issued for this project. <br />East Cypress Corridor, Reclamation District 799 <br />CITY OF BYRON I BYRON, CA <br />Principal Geotechnical Engineer/Geotechnical Project Manager. Provided <br />geotechnical evaluation services for a 2,520-acre land development with <br />deep -water access and approximately 5.5 miles of levees in the Delta. Due <br />to the length of the levee system, different soil profiles are being evaluated, <br />and three different levee configurations are being considered. Various soil <br />improvements are being considered to remediate potentially liquefiable soils. <br />Potential improvement methods include Deep Dynamic Compaction and the <br />V 5 Sand Compozer/Pile Method. <br />
The URL can be used to link to this page
Your browser does not support the video tag.