My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
06-23-25-SWS
ArdenHills
>
Administration
>
City Council
>
City Council Packets
>
2020-2029
>
2025
>
06-23-25-SWS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/23/2025 8:24:52 AM
Creation date
6/20/2025 7:30:40 PM
Metadata
Fields
Template:
General
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
312
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
City of Arden Hills <br />Project B2502087 <br />June 13, 2025 <br />Page 19 <br />D.5. Material Classification and Testing <br />D.5.a. Visual and Manual Classification <br />We visually and manually classified the geologic materials encountered based on ASTM D2488. When <br />we performed laboratory classification tests, we used the results to classify the geologic materials in <br />accordance with ASTM D2487. The Appendix includes a chart explaining the classification system we <br />used. <br />D.5.b. Laboratory Testing <br />The exploration logs in the Appendix note most of the results of the laboratory tests performed on <br />geologic material samples. The remaining laboratory test results follow the exploration logs. We <br />performed the tests in general accordance with ASTM procedures. <br />D.6. Groundwater Measurements <br />The drillers checked for groundwater while advancing the penetration test borings, and again after auger <br />withdrawal. We then filled the boreholes or allowed them to remain open for an extended period of <br />observation, as noted on the boring logs. <br />E.Qualifications <br />E.1. Variations in Subsurface Conditions <br />E.1.a. Material Strata <br />We developed our evaluation, analyses and recommendations from a limited amount of site and subsurface <br />information. It is not standard engineering practice to retrieve material samples from exploration locations <br />continuously with depth. Therefore, we must infer strata boundaries and thicknesses to some extent. Strata <br />boundaries may also be gradual transitions, and project planning should expect the strata to vary in depth, <br />elevation and thickness, away from the exploration locations. <br />Variations in subsurface conditions present between exploration locations may not be revealed until <br />performing additional exploration work, or starting construction. If future activity for this project reveals <br />any such variations, you should notify us so that we may reevaluate our recommendations. Such variations <br />could increase construction costs, and we recommend including a contingency to accommodate them.
The URL can be used to link to this page
Your browser does not support the video tag.