County Route 7 over Scott Run
Map
Coordinates:
+40.29985, -80.5322340°17'59" N, 80°31'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Route 7 over Scott Run |
Structure number: | 00000000005A022 |
Location: | 0.01 mi. East jct CR7/4 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 30.5 ft. [9.3 m] |
Total length: | 35.4 ft. [10.8 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 134 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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 replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 69.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $257,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Good | Good | Fair | 134 | 69.0 |
July 2015 | Fair | Good | Good | Fair | 134 | 69.0 |
July 2013 | Fair | Very Good | Very Good | Satisfactory | 90 | 84.0 |
July 2011 | Good | Very Good | Very Good | Good | 500 | 80.0 |
July 2009 | Good | Very Good | Very Good | Good | 500 | 80.0 |
July 2007 | Good | Good | Very Good | Very Good | 550 | 80.0 |
July 2005 | Good | Good | Very Good | Very Good | 1100 | 80.0 |
July 2003 | Good | Good | Very Good | Very Good | 1100 | 80.0 |
August 2001 | Good | Good | Very Good | Very Good | 800 | 80.0 |
August 1999 | Good | Good | Very Good | Very Good | 700 | 80.0 |
August 1997 | Good | Very Good | Very Good | Very Good | 700 | 80.0 |
August 1995 | Good | Very Good | Very Good | Very Good | 750 | 80.0 |
August 1993 | Good | Excellent | Excellent | Excellent | 600 | 80.0 |
August 1991 | Good | Excellent | Excellent | Excellent | 600 | 80.0 |