Rt311/PaintBank Rd over JOHNS CREEK
Map
Coordinates:
+37.50711, -80.1829237°30'26" N, 80°10'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Rt311/PaintBank Rd over JOHNS CREEK |
Structure number: | 000000000005472 |
Location: | 4.25-N N CSL; 15.12- W VA |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 102.0 ft. [31.1 m] |
Total length: | 186.0 ft. [56.7 m] |
Roadway width between curbs: | 33.5 ft. [10.2 m] |
Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
Skew angle: | 55° |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,593 [as of 2014] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $8,833,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 1593 | 87.1 |
October 2016 | Good | Good | Good | Good | 1593 | 87.1 |
October 2014 | Good | Good | Good | Good | 1615 | 86.9 |
October 2012 | Good | Good | Good | Good | 1615 | 86.9 |
October 2010 | Good | Good | Good | Good | 1615 | 86.9 |
October 2008 | Good | Good | Good | Good | 1615 | 86.9 |
November 2006 | Good | Good | Good | Good | 1671 | 86.6 |
November 2004 | Good | Good | Good | Good | 1960 | 84.8 |
December 2002 | Good | Good | Good | Good | 1201 | 89.5 |
November 2000 | Good | Good | Very Good | Good | 3086 | 80.8 |
November 1998 | Good | Good | Very Good | Good | 3086 | 80.8 |
November 1996 | Good | Very Good | Very Good | Good | 2800 | 80.8 |
November 1994 | Good | Very Good | Very Good | Very Good | 2700 | 80.9 |
November 1992 | Good | Very Good | Very Good | Very Good | 800 | 93.1 |
October 1991 | Poor | Poor | Fair | Fair | 765 | 75.4 |
October 1990 | Poor | Poor | Fair | Fair | 765 | 40.9 |