IRR BIA RTE 182 over WEST FEEDER CANAL
Map
Coordinates:
+26.30136, -81.0731126°18'05" N, 81°04'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IRR BIA RTE 182 over WEST FEEDER CANAL |
Structure number: | 00000000000S304 |
Location: | 9KM W INT. BIA 182 & 1281 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Owner: | Bureau of Indian Affairs [62] |
Year built: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 86.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Fair | Satisfactory | Good | 120 | 86.3 |
December 2014 | Fair | Fair | Satisfactory | Good | 120 | 86.3 |
February 2012 | Poor | Poor | Poor | Satisfactory | 210 | 57.2 |
January 2010 | Poor | Poor | Satisfactory | Good | 210 | 84.3 |
January 2008 | Poor | Poor | Satisfactory | Good | 210 | 84.3 |
January 2006 | Fair | Satisfactory | Good | Good | 210 | 82.3 |
March 2004 | Fair | Satisfactory | Good | Good | 210 | 82.3 |
November 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 82.3 |
November 1998 | Fair | Satisfactory | Good | Good | 200 | 85.3 |
June 1997 | Good | Good | Good | Good | 200 | 82.3 |
December 1994 | Good | Good | Good | Good | 150 | 81.1 |
October 1992 | Good | Good | Good | Good | 150 | 84.1 |