IRR BIA RTE 1 over BIRCH CREEK
Map
Coordinates:
+48.23306, -112.7342548°13'59" N, 112°44'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IRR BIA RTE 1 over BIRCH CREEK |
Structure number: | 00000000000C105 |
Location: | 13 KM SE OF HEART BUTTE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 200.5 ft. [61.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Skew angle: | 30° |
Owner: | Bureau of Indian Affairs [62] |
Year built: | 1966 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 700 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 78.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2016 | Fair | Good | Good | Satisfactory | 700 | 78.5 |
October 2014 | Fair | Good | Good | Satisfactory | 700 | 78.5 |
October 2011 | Good | Good | Good | Good | 700 | 76.4 |
May 2010 | Good | Good | Good | Good | 700 | 76.4 |
October 2007 | Good | Good | Good | Good | 700 | 76.4 |
October 2004 | Good | Good | Very Good | Good | 700 | 76.4 |
November 2002 | Good | Good | Very Good | Good | 700 | 75.3 |
August 2001 | Fair | Good | Very Good | Fair | 700 | 65.8 |
May 1998 | Good | Good | Very Good | Good | 700 | 79.4 |
September 1995 | Good | Good | Very Good | Good | 700 | 77.4 |