Greens Corner Road over North Anna River
Map
Coordinates:
+38.01245, -77.7014638°00'45" N, 77°42'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Greens Corner Road over North Anna River |
Structure number: | 000000000011459 |
Location: | Spotsyl & Louisa Co Line |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 176.8 ft. [53.9 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 775 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 desirable criteria [8] |
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: | 88.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 775 | 88.5 |
October 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 775 | 88.5 |
October 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 798 | 88.5 |
October 2011 | Good | Good | Good | Good | 798 | 88.5 |
October 2009 | Good | Good | Good | Good | 798 | 88.5 |
October 2007 | Good | Good | Good | Good | 648 | 96.3 |
October 2005 | Fair | Good | Very Good | Satisfactory | 605 | 96.3 |
October 2003 | Fair | Good | Very Good | Satisfactory | 547 | 96.4 |
October 2001 | Fair | Satisfactory | Very Good | Satisfactory | 513 | 96.4 |
October 1999 | Fair | Satisfactory | Very Good | Satisfactory | 418 | 96.5 |
October 1997 | Fair | Satisfactory | Very Good | Satisfactory | 251 | 97.7 |
November 1995 | Fair | Satisfactory | Very Good | Satisfactory | 406 | 96.5 |
October 1993 | Good | Good | Very Good | Good | 432 | 96.5 |
October 1991 | Good | Good | Very Good | Good | 350 | 97.6 |