My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2020-29C-285
PublicWorks
>
ArcGIS Online
>
Bridges
>
29C-285
>
2020-29C-285
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/3/2025 10:35:51 AM
Creation date
6/3/2025 10:35:45 AM
Metadata
Fields
Template:
Supporting Docs - Bridge
Bridge #
29C-285
Type - Bridge Supporting Doc
Inspection
Name
Beaver Slough - Kile Road
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
4
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
Page 2 of 4 <br />INSPECTION COMMENTARY <br />inch settlement in the AC <br />approach at <br />both <br />abutments. <br />SAFE LOAD CAPACITY <br />A Load Rating Summary Sheet dated 07/15,2016 is on file for this structure. While this <br />report does not include a check of that analysis, it does verify that the structural <br />conditions observed during this inspection are consistent with those assumed in that <br />analysis. The current rating is based on a SM&I Ratings Branch LRFR rating calculation <br />dated 07/15/2016. <br />WATERWAY <br />A routine <br />channel cross <br />section <br />was spot checked and showed <br />no significant <br />change <br />when <br />compared <br />to the previous <br />cross <br />section dated 01/16/2014. <br />ELEMENT INSPECTION RATINGS AND COMMENTARY <br />Elem Defect Defect Element Description <br />No. /Prot <br />12 Deck -RC <br />1130 Cracking (RC and Other) <br />Env Total <br />IInite oty in <br />each Condition <br />State <br />oty <br />St. 1 <br />St, 2 St. 3 <br />St. 4 <br />2 108 <br />sq.m 88 <br />20 0 <br />0 <br />2 20 <br />0 <br />20 0 <br />0 <br />(12) <br />There were <br />no significant defects noted. <br />(12-1130) <br />There are 0,02 <br />to 0.05 inch wide diagonal cracks near <br />both <br />abutments. <br />107 <br />Girder/Seam-Steel <br />2 <br />62 m <br />517 <br />Weathering Steel <br />2 <br />62 sq.m <br />3430 Oxide Film/Text Adhr (Steel PC) <br />2 <br />62 <br />62 <br />0 <br />0 <br />0 <br />0 <br />62 <br />0 <br />0 <br />0 <br />62 <br />0 <br />0 <br />(107) <br />Assumed as weathering steel; no prime coat and uniform <br />surface rust <br />throughout. <br />(107-517-3430) <br />There is fine <br />granular surface rust present throughout <br />the unpainted <br />steel girders. <br />215 <br />Abutment -RC <br />2 32 <br />m 32 0 <br />(215 ) <br />There were no <br />significant defects noted. <br />330 <br />Railing -Metal <br />2 25 <br />m 25 0 <br />(330) <br />There were no <br />significant defects noted. <br />- NONE <br />0 <br />0 <br />0 <br />0 <br />Printed on: Tuesday 02 /16/2020 11:19 AM 29CO285/AAAI/58106 <br />
The URL can be used to link to this page
Your browser does not support the video tag.