My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5008 23RD AVE W 2025-04-21
>
Address Records
>
23RD AVE W
>
5008
>
5008 23RD AVE W 2025-04-21
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/21/2025 9:30:36 AM
Creation date
3/13/2025 10:10:58 AM
Metadata
Fields
Template:
Address Document
Street Name
23RD AVE W
Street Number
5008
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.
/
34
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
2 of 5 <br /> The results are summarized below: <br /> Helical Piles #1-#2: <br /> Maximum Demand (allowable): 8.0 kips/pile <br /> Available Capacity (allowable): 31.3 kips/pile <br /> Helical Piles #3-#7: <br /> Maximum Demand (allowable): 12.0 kips/pile <br /> Available Capacity (allowable): 31.3 kips/pile <br /> Helical Piles #8-#9: <br /> Maximum Demand (allowable): 17.0 kips/pile <br /> Available Capacity (allowable): 31.3 kips/pile <br /> Helical Piles #10-#12: <br /> Maximum Demand (allowable): 16.0 kips/pile <br /> Available Capacity (allowable): 31.3 kips/pile <br /> By inspection, the pile capacities of the installed piles exceed the maximum loading demand as determined <br /> by L120's analysis. Therefore, the installed piles comply with the structural design/demand. <br /> Please contact us if you have any questions. <br /> Sincerely, • • a ' a • <br /> ,• �.T HURL. <br /> Jason Tien �S 3f'!�A.^y ✓ •• <br /> L120 Engineering & Design (L120) • ��ti��� - n�<� • <br /> jtien@1120engineering.com • `' � z • <br /> Mans R. Thurfjell, P.E. -n <br /> L120 Engineering & Design (L120) • 4 �, • <br /> mthurfjell@1120engineering.com • �(` f'� �� •+T <br /> �• S�O,tiA L E�•. <br />
The URL can be used to link to this page
Your browser does not support the video tag.