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T-460 AULTMAN RUN over AULTMAN RUN
Map
Coordinates:
+40.51250, -79.28910
40°30'45" N, 79°17'21" W
+40.51250, -79.28910
40°30'45" N, 79°17'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | T-460 AULTMAN RUN over AULTMAN RUN |
| Structure number: | 000000000019443 |
| Old structure number: | 327203046000390 (from 1992 edition) |
| Location: | BTW T433 & T457 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 36.1 ft. [11.0 m] |
| Total length: | 36.1 ft. [11.0 m] |
| Roadway width between curbs: | 11.5 ft. [3.5 m] |
| Deck width edge-to-edge: | 14.8 ft. [4.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1914 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30 [as of 2015] |
| Truck traffic: | 10% of total traffic |
| 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: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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 condition. [5] |
| Sufficiency rating: | 46.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $102,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | - | Fair | Fair | 30 | 46.2 |
| December 2015 | Fair | - | Fair | Fair | 30 | 46.2 |
| December 2013 | Fair | - | Fair | Fair | 25 | 62.0 |
| December 2011 | Fair | - | Satisfactory | Fair | 25 | 62.0 |
| May 2010 | Fair | - | Satisfactory | Fair | 25 | 64.0 |
| May 2008 | Fair | - | Satisfactory | Fair | 25 | 62.0 |
| June 2006 | Fair | - | Satisfactory | Fair | 25 | 62.0 |
| June 2004 | Fair | - | Satisfactory | Fair | 25 | 61.0 |
| June 2002 | Fair | - | Satisfactory | Satisfactory | 25 | 77.5 |
| August 2000 | Fair | - | Satisfactory | Satisfactory | 25 | 77.5 |
| October 1998 | Fair | - | Satisfactory | Satisfactory | 25 | 75.5 |
| October 1996 | Fair | Fair | Satisfactory | Satisfactory | 55 | 77.5 |
| October 1994 | Fair | Fair | Satisfactory | Satisfactory | 55 | 77.5 |
| October 1992 | Fair | Fair | Satisfactory | Satisfactory | 55 | 78.5 |
| November 1990 | Good | Good | Good | Good | 55 | 79.5 |
© 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/1465879
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1465879