Hartner Shortcut over BRUSH CREEK
Map
Coordinates:
+37.16753, -98.5901137°10'03" N, 98°35'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Hartner Shortcut over BRUSH CREEK |
Structure number: | 000040681806900 |
Location: | 0.9W 7.6S MEDICINE LODGE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 46.9 ft. [14.3 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1931 |
Year reconstructed: | 1945 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 75 [as of 2013] |
Truck traffic: | 5% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 37.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $223,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Poor | Poor | Poor | Poor | 75 | 37.9 |
November 2015 | Poor | Poor | Satisfactory | Fair | 75 | 75.5 |
December 2013 | Fair | Fair | Satisfactory | Satisfactory | 75 | 88.5 |
December 2011 | Fair | Fair | Satisfactory | Satisfactory | 75 | 88.5 |
December 2009 | Fair | Fair | Satisfactory | Satisfactory | 75 | 88.5 |
February 2008 | Fair | Fair | Fair | Fair | 75 | 77.3 |
December 2005 | Poor | Fair | Fair | Poor | 75 | 61.3 |
November 2003 | Poor | Fair | Fair | Poor | 75 | 61.3 |
November 2001 | Poor | Fair | Fair | Poor | 75 | 61.3 |
March 2000 | Poor | Fair | Fair | Poor | 75 | 61.3 |
December 1997 | Poor | Fair | Fair | Poor | 75 | 62.6 |
February 1996 | Poor | Poor | Fair | Fair | 75 | 83.6 |
May 1994 | Fair | Fair | Fair | Fair | 75 | 85.6 |
February 1992 | Fair | Fair | Fair | Fair | 75 | 71.8 |
June 1990 | Fair | Satisfactory | Satisfactory | Fair | 75 | 79.6 |