My WebLink
|
Help
|
About
|
Sign Out
Home
Agenda - Public Works Committee - 01/17/2017
Ramsey
>
Public
>
Agendas
>
Public Works Committee
>
2010 - 2019
>
2017
>
Agenda - Public Works Committee - 01/17/2017
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/14/2025 10:51:37 AM
Creation date
3/14/2017 2:12:47 PM
Metadata
Fields
Template:
Meetings
Meeting Document Type
Agenda
Meeting Type
Public Works Committee
Document Date
01/17/2017
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.
/
230
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
Alpine Drive—Street Improvements <br /> Ramsey,Minnesota <br /> NTI Project No.16.61770.100 <br /> Pavement recommendations assume the subgrade soils and aggregate section below paved surfaces will <br /> drain to subsurface piping for eventual discharge into storm sewer, or above grade to ditching, or similar <br /> acceptable systems. Lack of surface and subsurface drainage will significantly reduce the capacity and <br /> longevity of the pavement systems indicated above. <br /> We recommend pavements receive annual maintenance, as a minimum,to correct damages to the <br /> pavement structure, clean and infill cracks which develop, and repair or resurface areas which exhibit <br /> reduced subgrade performance. The lack of maintenance can lead to moisture infiltration of the <br /> pavement structure and softening of the subgrade soils. This, in turn, can degrade the performance of <br /> the pavement system and result in poorly performing pavements with shortened life expectancy. <br /> CLOSURE <br /> As the widely spaced, small diameter borings provide only a limited amount of data regarding the <br /> existing fill, the existing fill may contain soft zones, debris or significantly greater amounts of unsuitable <br /> materials than could be reasonably inferred from the boring information. Unsuitable materials may not <br /> be discovered during construction and may remain buried within the fill below the slabs and pavements, <br /> resulting in greater than anticipated settlements of the slabs and pavements. These risks cannot be <br /> eliminated without completely removing the fill, but can be reduced by thorough exploration and <br /> testing during site preparation and construction. <br /> Our conclusions and recommendations are predicated on observation and testing of the earthwork <br /> directed by Geotechnical Engineer of Record. Our opinions are based on data assumed representative <br /> of the site. However,the area coverage of borings in relation to the entire project is very small. For this <br /> and other reasons, we do not warrant conditions below the depth of our borings, or that the strata <br /> logged from our borings are necessarily typical of the site. Deviations from our recommendations by <br /> plans, written specifications, or field applications shall relieve us of responsibility unless our written <br /> concurrence with such deviations has been established. <br /> The scope of services for this project does not include either specifically or by implication any <br /> environmental or biological assessment of the site or identification or prevention of pollutants, <br /> hazardous materials or conditions. If the owner is concerned about the potential for such <br /> contamination or pollution, other studies should be undertaken. <br /> Page 7 of 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.