COUNTY HIGHWAY over CREEK
Map
Coordinates:
+48.52930, -98.3320348°31'45" N, 98°19'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY HIGHWAY over CREEK |
Structure number: | 000000036140010 |
Location: | 6 EAST 8 NORTH EDMORE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Steel [3] |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5 [as of 2018] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 71.8 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $65,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Fair | Fair | 5 | 71.8 |
November 2016 | Fair | Fair | Fair | Fair | 5 | 71.8 |
October 2014 | Fair | Fair | Fair | Fair | 5 | 69.5 |
August 2012 | Fair | Fair | Fair | Fair | 5 | 69.5 |
October 2010 | Fair | Fair | Fair | Fair | 5 | 69.5 |
May 2009 | Fair | Fair | Fair | Fair | 5 | 69.5 |
January 2009 | Fair | Fair | Fair | Fair | 5 | 69.5 |
October 2006 | Fair | Fair | Fair | Fair | 5 | 69.5 |
December 2004 | Fair | Fair | Fair | Fair | 5 | 69.5 |
December 2002 | Fair | Fair | Fair | Fair | 5 | 69.5 |
August 2001 | Fair | Fair | Fair | Fair | 5 | 69.4 |
April 1999 | Fair | Fair | Fair | Fair | 5 | 69.4 |
December 1997 | Fair | Fair | Fair | Fair | 5 | 69.4 |
April 1996 | Fair | Fair | Fair | Fair | 5 | 69.5 |
December 1992 | Fair | Fair | Fair | Fair | 5 | 69.5 |
November 1990 | Fair | Fair | Fair | Fair | 5 | 69.5 |
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 |
Steel Girder/Beam | linear ft. | 207 | 0 | 0 | 207 | 0 |
Steel Protective Coating | sq. ft. | 100 | 0 | 0 | 0 | 100 |
Deck |
Reinforced Concrete Deck | sq. ft. | 484 | 360 | 124 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 43 | 0 | 0 | 43 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 49 | 0 | 24 | 15 | 10 |