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KINTNER ROAD over GALLOWS RUN
Map
Coordinates:
+40.55600, -75.18390
40°33'22" N, 75°11'02" W
+40.55600, -75.18390
40°33'22" N, 75°11'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KINTNER ROAD over GALLOWS RUN |
| Structure number: | 000000000007586 |
| Old structure number: | 097009048702240 (from 1992 edition) |
| Location: | NOCKAMIXON TWP. 2584-A2 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 44.0 ft. [13.4 m] |
| Total length: | 46.9 ft. [14.3 m] |
| Roadway width between curbs: | 14.4 ft. [4.4 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1877 |
| Year reconstructed: | 2014 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
Latest Available Inspection: August 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 2000] |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 61.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $422,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2016 | Good | Excellent | Very Good | Good | 50 | 61.5 |
| August 2014 | Good | Excellent | Very Good | Very Good | 50 | 61.3 |
| April 2012 | Poor | Fair | Poor | Poor | 50 | 28.7 |
| June 2010 | Poor | Fair | Satisfactory | Poor | 50 | 28.7 |
| June 2008 | Fair | Fair | Satisfactory | Fair | 50 | 28.7 |
| November 2005 | Fair | Fair | Satisfactory | Fair | 50 | 28.7 |
| April 2003 | Fair | Fair | Satisfactory | Fair | 50 | 28.7 |
| December 2000 | Fair | Fair | Satisfactory | Fair | 50 | 28.7 |
| January 1998 | Fair | Fair | Satisfactory | Fair | 50 | 28.7 |
| December 1995 | Fair | Fair | Satisfactory | Fair | 50 | 60.8 |
| September 1993 | Fair | Satisfactory | Good | Fair | 50 | 61.8 |
| September 1991 | Fair | Satisfactory | Good | Satisfactory | 50 | 72.8 |
© 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/1459291
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1459291