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Hartner Shortcut over BRUSH CREEK
Map
Coordinates:
+37.16753, -98.59011
37°10'03" N, 98°35'24" W
+37.16753, -98.59011
37°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1187282
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1187282