COUNTY ROAD over CREEK
Map
Coordinates:
+47.08180, -103.1234647°04'54" N, 103°07'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over CREEK |
Structure number: | 000000004126170 |
Location: | 5 EAST 7 SOUTH FAIRFIELD |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 40 [as of 2018] |
Deck condition: | Very Good [8 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: | 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Very Good | Very Good | Very Good | 40 | 97.0 |
September 2016 | Good | Very Good | Very Good | Very Good | 40 | 97.0 |
June 2014 | Good | Very Good | Very Good | Very Good | 40 | 97.0 |
November 2012 | Good | Very Good | Very Good | Very Good | 40 | 97.0 |
November 2010 | Good | Very Good | Very Good | Very Good | 40 | 97.0 |
October 2008 | Good | Very Good | Very Good | Very Good | 40 | 97.0 |
January 2007 | Good | Very Good | Very Good | Very Good | 40 | 98.0 |
February 2005 | Good | Very Good | Very Good | Very Good | 40 | 98.0 |
November 2002 | Good | Very Good | Very Good | Very Good | 40 | 98.0 |
January 2001 | Good | Very Good | Very Good | Very Good | 40 | 98.0 |
January 1999 | Good | Very Good | Very Good | Very Good | 40 | 98.0 |
January 1997 | Good | Very Good | Very Good | Very Good | 40 | 98.0 |
December 1994 | Good | Very Good | Very Good | Very Good | 40 | 88.2 |
September 1992 | Good | Very Good | Very Good | Very Good | 40 | 88.2 |
February 1991 | Good | Very Good | Very Good | Very Good | 40 | 89.2 |
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 Closed Web/Box Girder | linear ft. | 256 | 256 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,981 | 1,981 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 66 | 66 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 131 | 131 | 0 | 0 | 0 |