County Route 11 over Middle Fork Creek
Map
Coordinates:
+39.52829, -80.8177439°31'42" N, 80°49'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Route 11 over Middle Fork Creek |
Structure number: | 00000000048A023 |
Location: | 0.01 mi. East jct CR 11/3 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.2 ft. [8.9 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1934 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 482 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 50.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $568,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Poor | Poor | Poor | Poor | 482 | 50.8 |
March 2016 | Poor | Poor | Poor | Poor | 486 | 49.4 |
April 2014 | Fair | Fair | Fair | Fair | 450 | 71.8 |
April 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 450 | 83.8 |
April 2010 | Poor | - | Poor | Satisfactory | 5 | 83.5 |
May 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 550 | 83.5 |
May 2006 | Fair | Good | Good | Satisfactory | 550 | 82.5 |
May 2004 | Fair | Good | Good | Satisfactory | 500 | 83.5 |
May 2002 | Fair | Good | Good | Satisfactory | 500 | 83.5 |
May 2000 | Fair | Good | Good | Satisfactory | 500 | 83.5 |
May 1998 | Fair | Good | Good | Satisfactory | 200 | 84.5 |
May 1996 | Fair | Good | Good | Satisfactory | 200 | 84.5 |
May 1994 | Fair | Good | Good | Satisfactory | 200 | 84.5 |
May 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 88.5 |
June 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 67.3 |