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O'CONNOR ROAD over DEEP RUN
Map
Coordinates:
+39.17931, -76.74553
39°10'46" N, 76°44'44" W
+39.17931, -76.74553
39°10'46" N, 76°44'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | O'CONNOR ROAD over DEEP RUN |
| Structure number: | 200000AA5009010 |
| Location: | 0.1 MI N OF MD RTE 103 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 19.4 ft. [5.9 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Skew angle: | 5° |
| Owner: | County Highway Agency [02] |
| Year built: | 1944 |
| Year reconstructed: | 1992 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 449 [as of 2016] |
| Truck traffic: | 25% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 41.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $105,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Poor | Poor | Poor | Satisfactory | 449 | 41.9 |
| August 2017 | Poor | Poor | Poor | Satisfactory | 449 | 41.9 |
| August 2016 | Poor | Fair | Poor | Satisfactory | 386 | 45.4 |
| August 2014 | Poor | Fair | Poor | Poor | 386 | 45.4 |
| August 2012 | Poor | Fair | Poor | Poor | 386 | 43.7 |
| August 2010 | Poor | Fair | Fair | Poor | 386 | 45.0 |
| August 2008 | Fair | Satisfactory | Fair | Satisfactory | 386 | 56.4 |
| August 2006 | Fair | Good | Satisfactory | Satisfactory | 586 | 64.9 |
| August 2004 | Fair | Good | Satisfactory | Satisfactory | 586 | 64.9 |
| August 2002 | Fair | Very Good | Satisfactory | Satisfactory | 586 | 61.5 |
| August 2000 | Fair | Very Good | Satisfactory | Satisfactory | 586 | 67.0 |
| November 1998 | Good | Excellent | Good | Good | 586 | 67.0 |
| December 1996 | Fair | Fair | Good | Good | 586 | 78.0 |
| January 1996 | Fair | Fair | Good | Good | 586 | 53.0 |
| December 1994 | Fair | Satisfactory | Satisfactory | Good | 586 | 54.0 |
| June 1991 | Good | Good | Good | Good | 586 | 38.0 |
© 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/1242221
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1242221