CHANCE RD over CLARKS FK YELLOWSTNE 004
Map
Coordinates:
+45.02857, -109.0605445°01'43" N, 109°03'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CHANCE RD over CLARKS FK YELLOWSTNE 004 |
Structure number: | L05129000+02001 |
Location: | 8M S BELFRY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 96.8 ft. [29.5 m] |
Total length: | 288.7 ft. [88.0 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 25° |
Owner: | County Highway Agency [02] |
Year built: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2003] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 83.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Fair | 100 | 83.9 |
October 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 94.9 |
October 2014 | Fair | Good | Good | Satisfactory | 100 | 94.9 |
October 2012 | Fair | Good | Good | Satisfactory | 100 | 94.9 |
October 2010 | Fair | Very Good | Very Good | Satisfactory | 100 | 94.9 |
October 2008 | Good | Very Good | Very Good | Good | 100 | 94.9 |
October 2006 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
November 2004 | Good | Very Good | Excellent | Excellent | 100 | 94.9 |
March 2003 | Poor | Serious | Fair | Satisfactory | 100 | 24.3 |
May 2001 | Poor | Serious | Fair | Satisfactory | 100 | 24.3 |
January 1999 | Fair | Fair | Satisfactory | Good | 100 | 38.6 |
March 1997 | Fair | Satisfactory | Satisfactory | Good | 100 | 39.6 |
May 1995 | Fair | Good | Satisfactory | Good | 31 | 39.8 |
October 1992 | Fair | Satisfactory | Satisfactory | Good | 31 | 44.2 |
February 1991 | Fair | Good | Satisfactory | Very Good | 31 | 42.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,142 | 1,120 | 11 | 11 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,622 | 8,450 | 172 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 62 | 44 | 6 | 12 | 0 |
Steel Pile | each | 2 | 2 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 628 | 628 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 66 | 66 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 24 | 24 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 577 | 577 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,154 | 1,154 | 0 | 0 | 0 |