T-310 METZ RD over RICHEY RUN
Map
Coordinates:
+41.18140, -79.6900041°10'53" N, 79°41'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | T-310 METZ RD over RICHEY RUN |
Structure number: | 000000000011170 |
Old structure number: | 167219031002140 (from 1992 edition) |
Location: | 0.1 mi N, int w/ SR 0038 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 14.4 ft. [4.4 m] |
Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1910 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Masonry [8] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 2017] |
Truck traffic: | 5% of total traffic |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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: | 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 conditions; field review indicates action is required. [4] |
Sufficiency rating: | 72.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $325,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | - | Fair | Satisfactory | 50 | 72.2 |
March 2015 | Fair | - | Fair | Satisfactory | 50 | 78.5 |
September 2013 | Fair | - | Fair | Satisfactory | 50 | 79.5 |
September 2011 | Fair | - | Fair | Satisfactory | 50 | 75.5 |
September 2009 | Fair | - | Satisfactory | Satisfactory | 50 | 80.6 |
May 2009 | Fair | - | Satisfactory | Satisfactory | 50 | 80.6 |
September 2007 | Fair | - | Satisfactory | Satisfactory | 50 | 80.6 |
September 2005 | Fair | - | Satisfactory | Satisfactory | 50 | 80.6 |
September 2003 | Fair | - | Satisfactory | Satisfactory | 50 | 80.3 |
September 2001 | Fair | - | Good | Satisfactory | 50 | 80.3 |
September 1999 | Fair | - | Good | Satisfactory | 50 | 78.1 |
September 1997 | Fair | - | Good | Satisfactory | 50 | 80.3 |
September 1995 | Fair | - | Good | Satisfactory | 50 | 78.3 |
September 1993 | Fair | - | Good | Satisfactory | 50 | 78.3 |
October 1991 | - | - | - | - | 50 | 79.3 |