CAPITOL RD over LITTLE MISSOURI RIV 014
Map
Coordinates:
+45.43276, -104.0550945°25'58" N, 104°03'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CAPITOL RD over LITTLE MISSOURI RIV 014 |
Structure number: | L06127000+06001 |
Location: | E CAPITOL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 56.8 ft. [17.3 m] |
Total length: | 173.2 ft. [52.8 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 2003 |
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: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2004] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Very Good | Good | 100 | 98.7 |
August 2015 | Good | Good | Very Good | Good | 100 | 98.7 |
August 2013 | Good | Good | Very Good | Good | 100 | 98.7 |
September 2011 | Good | Good | Very Good | Good | 100 | 98.7 |
September 2009 | Good | Good | Very Good | Good | 100 | 98.7 |
September 2007 | Good | Very Good | Very Good | Very Good | 100 | 98.7 |
October 2005 | Good | Very Good | Very Good | Very Good | 100 | 98.7 |
February 2004 | Good | Good | Good | Good | 100 | 98.7 |
November 2001 | Poor | Satisfactory | Poor | Serious | 100 | 14.9 |
November 1999 | Poor | Satisfactory | Poor | Serious | 100 | 18.9 |
February 1998 | Poor | Good | Poor | Serious | 100 | 18.9 |
November 1995 | Poor | Good | Poor | Serious | 31 | 20.7 |
October 1993 | Poor | Satisfactory | Satisfactory | Poor | 31 | 26.3 |
February 1992 | Poor | Satisfactory | Satisfactory | Poor | 31 | 30.8 |
February 1990 | Poor | Good | Satisfactory | Poor | 31 | 30.8 |
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. | 669 | 669 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,167 | 5,064 | 103 | 0 | 0 |
Substructure |
Steel Column | each | 2 | 0 | 1 | 1 | 0 |
Steel Protective Coating | sq. ft. | 377 | 347 | 15 | 15 | 0 |
Reinforced Concrete Abutment | linear ft. | 79 | 78 | 1 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 59 | 59 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 16 | 8 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 16 | 13 | 3 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 344 | 344 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 860 | 860 | 0 | 0 | 0 |