Kentucky SpringsRd over Lake Anna
Map
Coordinates:
+37.98672, -77.7638537°59'12" N, 77°45'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Kentucky SpringsRd over Lake Anna |
Structure number: | 000000000011525 |
Location: | .30 From 650 & .77 To 622 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 124.0 ft. [37.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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: | 2 |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,434 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Superior to present desirable criteria [9] |
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: | 90.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 1434 | 90.9 |
June 2016 | Fair | Good | Good | Satisfactory | 1434 | 90.9 |
June 2014 | Fair | Good | Good | Satisfactory | 1064 | 91.1 |
June 2012 | Fair | Good | Good | Satisfactory | 1064 | 91.1 |
June 2010 | Fair | Good | Satisfactory | Satisfactory | 1064 | 91.1 |
July 2008 | Fair | Good | Satisfactory | Good | 1064 | 91.1 |
July 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1102 | 91.0 |
June 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 983 | 91.1 |
June 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 906 | 91.1 |
June 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 792 | 91.2 |
June 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 792 | 89.2 |
June 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 770 | 89.2 |
June 1994 | Fair | Good | Satisfactory | Satisfactory | 796 | 88.8 |
June 1992 | Fair | Good | Satisfactory | Satisfactory | 693 | 96.2 |
October 1990 | Fair | Good | Fair | Satisfactory | 693 | 86.7 |