My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Report of Geotechnical Exploration & Review-2013
Orono
>
Property Files
>
Street Address
>
F
>
Ferndale Road West
>
1105 Ferndale Road West - 02-117-23-43-0033
>
Misc
>
Report of Geotechnical Exploration & Review-2013
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:11:04 PM
Creation date
9/9/2016 1:19:48 PM
Metadata
Fields
Template:
x Address Old
House Number
1105
Street Name
Ferndale
Street Type
Road
Street Direction
West
Address
1105 Ferndale Rd W
Document Type
Misc
PIN
0211723430033
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
32
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
C <br /> Report of Geotechnical Exploration and Review <br /> 1105 Femdale Road West,Orono,Minnesota AMERICAN <br /> June 21,2013 ENGINEERING <br /> Report No.01-05798 TESTING,INC. <br /> If driven piles are utilized, a test pile program should be performed at the start of pile driving to <br /> document that the design capacities have been attained with a suitable factor of safety. We <br /> recommend driving at least one test pile at the start of pile driving. We recommend the Pile <br /> Driving Analyzer be used to aid in establishing driving criteria. We also recommend a technician <br /> familiar with pile driving be on site during the installation of the remaining piles. <br /> If helical piers aze utilized, we recommend that one helical pier be load tested and we <br /> recommend observation of the helical pier installation to record installed depths and torque. <br /> 7.4 Precondition Survey and Vibration Monitoring <br /> Based on the proximity of the neighboring home, we recommend a preconstruction condition � <br /> survey of this adjacent structure in addition to vibration monitoring during pile driving <br /> operations. <br /> S.0 LIMITATIONS <br /> Within the limitations of scope, budget, and schedule, our services have been conducted <br /> according to generally accepted geotechnical engineering practices at this time and location. <br /> Other than this,no warranty, either expressed or implied, is intended. <br /> Important information regarding risk management and proper use of this report is given in <br /> Appendix B entitled "Geotechnical Report Limitations and Guidelines for Use". <br /> Page 10 of 10 <br />
The URL can be used to link to this page
Your browser does not support the video tag.