BRIDGE 724,T-677 over OVER BIG RUN
Map
Coordinates:
+41.36750, -80.4212041°22'03" N, 80°25'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BRIDGE 724,T-677 over OVER BIG RUN |
Structure number: | 000000000026292 |
Old structure number: | 437228067707240 (from 1992 edition) |
Location: | COSSITT RD,WEST SALEM TWP |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 67.9 ft. [20.7 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Open Grating [3] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 91 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 86.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Fair | Good | 91 | 86.0 |
May 2015 | Fair | Good | Fair | Good | 62 | 86.0 |
May 2013 | Fair | Good | Fair | Good | 69 | 86.0 |
May 2011 | Fair | Good | Fair | Good | 134 | 84.9 |
May 2009 | Fair | Good | Fair | Good | 126 | 84.9 |
June 2007 | Good | Good | Good | Good | 75 | 97.0 |
June 2005 | Good | Good | Good | Good | 120 | 95.9 |
June 2003 | Good | Good | Good | Good | 113 | 96.0 |
June 2001 | Good | Good | Good | Good | 107 | 95.9 |
July 1999 | Good | Good | Good | Good | 123 | 95.9 |
August 1997 | Good | Good | Good | Good | 93 | 97.0 |
June 1995 | Good | Good | Good | Good | 91 | 97.0 |
June 1993 | Good | Good | Good | Good | 100 | 97.0 |
June 1991 | Good | Good | Good | Good | 100 | 97.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 471 | 0 | 471 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 107 | 0 | 107 | 0 | 0 |
Deck |
Open Grid Deck | sq. ft. | 1,846 | 0 | 1,846 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 26 | 26 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 7 | 0 | 7 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Fixed Bearing | each | 7 | 0 | 7 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 142 | 0 | 142 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |