IRR BIA RTE 16 over RASPBERRY RIVER
Map
Coordinates:
+46.83889, -90.8300046°50'20" N, 90°49'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IRR BIA RTE 16 over RASPBERRY RIVER |
Structure number: | 00000000000F329 |
Location: | 8KM NORTH OF REDCLIFF |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 48.6 ft. [14.8 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | Bureau of Indian Affairs [62] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2018] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Very Good | 100 | 96.0 |
August 2016 | Good | Good | Good | Very Good | 100 | 96.0 |
September 2014 | Good | Good | Good | Very Good | 100 | 96.0 |
August 2013 | Good | Good | Good | Very Good | 100 | 96.0 |
September 2011 | Good | Good | Good | Very Good | 100 | 96.0 |
October 2009 | Good | Very Good | Very Good | Very Good | 100 | 96.0 |
August 2007 | Good | Very Good | Very Good | Very Good | 100 | 96.0 |
May 2005 | Good | Very Good | Very Good | Very Good | 100 | 96.0 |
October 2003 | Good | Very Good | Very Good | Very Good | 100 | 96.0 |
October 2001 | Good | Excellent | Excellent | Excellent | 100 | 96.0 |