Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at...
-
Upload
pearl-riley -
Category
Documents
-
view
215 -
download
1
Transcript of Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at...
![Page 1: Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at bridges CoRe was developed in the mid - 1990 Bridge.](https://reader035.fdocuments.us/reader035/viewer/2022081519/56649d305503460f94a089d4/html5/thumbnails/1.jpg)
![Page 2: Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at bridges CoRe was developed in the mid - 1990 Bridge.](https://reader035.fdocuments.us/reader035/viewer/2022081519/56649d305503460f94a089d4/html5/thumbnails/2.jpg)
Element Level Inspections
AASHTO Bridge Committee wanted a more comprehensive way to look at bridges
CoRe was developed in the mid - 1990
Bridge Management
![Page 3: Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at bridges CoRe was developed in the mid - 1990 Bridge.](https://reader035.fdocuments.us/reader035/viewer/2022081519/56649d305503460f94a089d4/html5/thumbnails/3.jpg)
Element Level Inspections
Component Inspection vs. Element Inspection
Component- General Condition Rating (0-9)
Element- Quantified data for all elements
![Page 4: Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at bridges CoRe was developed in the mid - 1990 Bridge.](https://reader035.fdocuments.us/reader035/viewer/2022081519/56649d305503460f94a089d4/html5/thumbnails/4.jpg)
![Page 5: Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at bridges CoRe was developed in the mid - 1990 Bridge.](https://reader035.fdocuments.us/reader035/viewer/2022081519/56649d305503460f94a089d4/html5/thumbnails/5.jpg)
![Page 6: Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at bridges CoRe was developed in the mid - 1990 Bridge.](https://reader035.fdocuments.us/reader035/viewer/2022081519/56649d305503460f94a089d4/html5/thumbnails/6.jpg)
Summary
![Page 7: Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at bridges CoRe was developed in the mid - 1990 Bridge.](https://reader035.fdocuments.us/reader035/viewer/2022081519/56649d305503460f94a089d4/html5/thumbnails/7.jpg)
Summary
![Page 8: Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at bridges CoRe was developed in the mid - 1990 Bridge.](https://reader035.fdocuments.us/reader035/viewer/2022081519/56649d305503460f94a089d4/html5/thumbnails/8.jpg)
Summary
![Page 9: Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at bridges CoRe was developed in the mid - 1990 Bridge.](https://reader035.fdocuments.us/reader035/viewer/2022081519/56649d305503460f94a089d4/html5/thumbnails/9.jpg)
NBI Ratings
Deck 4 Superstructure 4 Substructure 8 Structural Evaluation 4
Structurally DeficientOwner scheduled for replacementIssued RFP for bridge replacement
![Page 10: Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at bridges CoRe was developed in the mid - 1990 Bridge.](https://reader035.fdocuments.us/reader035/viewer/2022081519/56649d305503460f94a089d4/html5/thumbnails/10.jpg)
Element (NBE)
Tracks if it is a Deck or Slab (NBE 38 7040 Sq. ft.)Identifies Defects in what condition state
Delaminations Exposed Rebar 6400 Sq Ft. in CS1 & 640 Sq. Ft. in CS3
Quantifies amount of defects
![Page 11: Element Level Inspections AASHTO Bridge Committee wanted a more comprehensive way to look at bridges CoRe was developed in the mid - 1990 Bridge.](https://reader035.fdocuments.us/reader035/viewer/2022081519/56649d305503460f94a089d4/html5/thumbnails/11.jpg)
Summary
Element Inspections are here to stayCan help with Bridge Management (BrM)Can help with Bridge Funding decisions for more info https://bookstore.transportation.org/