My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1901-1919 N Fairview St - Soils Report
PBA
>
Building
>
Soils Reports
>
F
>
Fairview St
>
1901 N Fairview St
>
1901-1919 N Fairview St - Soils Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/6/2026 1:07:26 PM
Creation date
6/23/2022 1:32:37 PM
Metadata
Fields
Template:
Soils Report
Full Address
1901 N Fairview St
1902 N Fairview St
1903 N Fairview St
1904 N Fairview St
1905 N Fairview St
1906 N Fairview St
1907 N Fairview St
1908 N Fairview St
1909 N Fairview St
1910 N Fairview St
1911 N Fairview St
1912 N Fairview St
1913 N Fairview St
1914 N Fairview St
1915 N Fairview St
1916 N Fairview St
1917 N Fairview St
1918 N Fairview St
1919 N Fairview St
Street Number
1901
1902
1903
1904
1905
1906
1907
1908
1909
1910
1911
1912
1913
1914
1915
1916
1917
1918
1919
Street Direction
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Street Name
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Street Suffix
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
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.
/
255
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).
Show annotations
View images
View plain text
Im,Iplant Inllpmati,n alloul Youp <br />Geoloclinical Enginooping Report <br />1 Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes. <br /> While you cannot eliminate all such risks, you can manage them. The following information is provided to help. <br />Geotechnical Services Ape Performed for <br />Specific Purposes, Persons, and Projects <br />Geotechnical engineers structure their services to meet the specific needs of <br />their clients. A geotechnical engineering study conducted for a civil engi- <br />neer may not fulfill the needs of a construction contractor or even another <br />civil engineer. Because each geotechnical engineering study is unique, each <br />geotechnical engineering report is unique, prepared sole/yfor the client. No <br />one except you should rely on your geotechnical engineering report without <br />first conferring with the geotechnical engineer who prepared it.And no one <br />-notevenyou-should apply the report for any purpose or project <br />except the one originally contemplated. <br />Read the Full Report <br />Serious problems have occurred because those relying on a geotechnical <br />engineering report did not read it all. Do not rely on an executive summary. <br />Do not read selected elements only. <br />A Geotechnical Engineering Report Is Based on <br />A Unique Set of Project-Specific Factors <br />Geotechnical engineers consider a number of unique, project-specific fac- <br />tom when establishing the scope of a study. Typical factors include: the <br />client's goals, objectives, and risk management preferences; the general <br />nature of the structure involved, its size, and configuration; the location of <br />the structure on the site; and other planned or existing site improvements, <br />such as access roads, parking lots, and underground utilities. Unless the <br />geotechnical engineer who conducted the study specifically indicates <br />otherwise, do not rely on a geotechnical engineering report that was: <br />• not prepared for you, <br />• not prepared for your project, <br />• not prepared for the specific site explored, or <br />• completed before important project changes were made. <br />Typical changes that can erode the reliability of an existing geotechnical <br />engineering report include those that affect: <br />• the function of the proposed structure, as when it's changed from a <br />parking garage to an office building, or from a light industrial plant <br />to a refrigerated warehouse, <br />• elevation, configuration, location, orientation, or weight of the <br />proposed structure, <br />• composition of the design team, or <br />• project ownership. <br />As a general rule, a/ways inform your geotechnical engineer of project <br />changes-even minor ones-and request an assessment of their impact. <br />Geotechnical engineers cannot accept responsibility or liability for problems <br />that occur because their reports do not consider developments of which <br />they were not informed. <br />Subsurface Conditions Can Change <br />A geotechnical engineering report is based on conditions that existed at the <br />timethestudy wasperformed. Do not rely on a geotechnical engineering <br />reportwhose adequacy may have been affected by: the passage of time; by <br />man-made events, such as construction on or adjacent to the site; or by <br />natural events, such as floods, earthquakes, or groundwater fluctuations. <br />A/ways contact the geotechnical engineer before applying the report to <br />determine if it is still reliable. A minor amount of additional testing or <br />analysis could prevent major problems. <br />Most Geotechnical Findings Are Professional <br />Opinions <br />Site exploration identifies subsurface conditions only at those points where <br />subsurface tests are conducted or samples are taken. Geotechnical engi- <br />neers review field and laboratory data and then apply their professional <br />judgment to render an opinion about subsurface conditions throughout the <br />site. Actual subsurface conditions may differ-sometimes significantly- <br />from those indicated in your report. Retaining the geotechnical engineer <br />who developed your report to provide construction observation is the <br />most effective method of managing the risks associated with unanticipated <br />conditions. <br />A Report's Recommendations Are Not Final <br />Do not overrely on the construction recommendations included in your <br />report. Those recommendations are not #nal, because geotechnical engi- <br />neers develop them principally from judgment and opinion. Geotechnical <br />engineers can finalize their recommendations only by observing actual
The URL can be used to link to this page
Your browser does not support the video tag.