IRR BIA RTE 901 over OWYHEE RIVER
Map
Coordinates:
+42.01195, -116.1605142°00'43" N, 116°09'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IRR BIA RTE 901 over OWYHEE RIVER |
Structure number: | 00000000000H312 |
Location: | 9.8 KM NW OWYHEE AGENCY |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 112.9 ft. [34.4 m] |
Total length: | 115.2 ft. [35.1 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | Bureau of Indian Affairs [62] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2016 | Good | Good | Very Good | Very Good | 20 | 100.0 |
October 2014 | Fair | Satisfactory | Very Good | Very Good | 20 | 100.0 |
November 2011 | Fair | Satisfactory | Very Good | Very Good | 20 | 100.0 |
April 2010 | Fair | Satisfactory | Very Good | Very Good | 20 | 100.0 |
June 2008 | Fair | Satisfactory | Very Good | Very Good | 20 | 100.0 |
September 2005 | Fair | Satisfactory | Very Good | Very Good | 20 | 100.0 |
May 2003 | Fair | Satisfactory | Very Good | Very Good | 20 | 100.0 |
September 2001 | Fair | Satisfactory | Very Good | Very Good | 20 | 100.0 |
October 1997 | Fair | Satisfactory | Very Good | Very Good | 2 | 100.0 |
October 1995 | Fair | Satisfactory | Excellent | Very Good | 2 | 100.0 |
October 1993 | Fair | Satisfactory | Excellent | Excellent | 20 | 100.0 |
May 1991 | Good | Excellent | Excellent | Excellent | 15 | 100.0 |