My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3202 20TH ST A T AND T ANTENNA 2019-06-07
>
Address Records
>
20TH ST
>
3202
>
A T AND T ANTENNA
>
3202 20TH ST A T AND T ANTENNA 2019-06-07
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/7/2019 7:48:23 AM
Creation date
3/9/2017 9:43:56 AM
Metadata
Fields
Template:
Address Document
Street Name
20TH ST
Street Number
3202
Tenant Name
A T AND T ANTENNA
Notes
ANTENNAS
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
49
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
NWTE NorthWest Tower Engineering <br /> WSDOT Monopole, Everett, WA Report No. 140636.05 September 16, 2014 <br /> The tower is supported by a concrete pier. Dimensions of the foundation below grade are <br /> unknown. No foundation information was provided. Therefore NWTE could not verify the <br /> adequacy of the monopole base foundation. Considering that the monopole has significant <br /> reserve capacity it is possible that the foundation is also adequate. <br /> Calculations confirmed the adequacy of the anchor rods and base plate. Welds, plates, and <br /> other elements of the connections were assumed to be adequate. <br /> The tower with existing and proposed supported appurtenances was found to fall within the <br /> Twist and Sway limitations for microwave antennas set forth in the TIA-222-G standard for 3dB <br /> degradation in RF signal. Twist and sway values calculated at each dish location for 60-mph <br /> wind are within allowable limits. Operating frequencies between 6-11 GHz were assumed. <br /> Conclusion <br /> The tower meets the requirements of the TIA-222-G standard and WSDOT's additional <br /> requirement to keep all stress levels below 90% for the antenna configurations considered. <br /> NWTE recommends, if foundation drawings can not be obtained, that an investigation be <br /> performed to verify the adequacy of the foundation. <br /> Conditions of Analysis <br /> The analysis performed and the conclusions contained herein are based on the following <br /> assumptions: <br /> • The monopole has been properly installed and maintained. <br /> • Steel grades for structural members are as listed above. <br /> • No x-ray, subsurface excavation, or other similar examination of the tower, foundation <br /> system or welded connections was conducted. For portions of the tower and foundation <br /> system that were not visually accessible, no determination regarding the condition or <br /> adequacy was made. <br /> • All structural components of the monopole including, but not limited to, shaft, connection <br /> components (splices, gusset plates, welds, bolts, anchor rods), and foundations are in <br /> good condition. <br /> • All existing and proposed feed lines are installed on the inside of the monopole. <br /> • Proposed panel antennas will replace existing panel as outlined utilizing the existing pipe <br /> mounts. Proposed RRU units will be installed on new pipe mounts attached to the <br /> platform. <br /> Deviations to these assumptions may affect the analysis results. <br /> NorthWest Tower Engineering www.nwtower.net <br /> 2210 1lcwitt Ave,Suite 209,Everett,WA 98201-3767 Tel 425-258-4248 Fax 425-258-4289 <br />
The URL can be used to link to this page
Your browser does not support the video tag.