Kentucky SpringsRd over Lake Anna
Map
Coordinates:
+38.02031, -77.7745838°01'13" N, 77°46'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Kentucky SpringsRd over Lake Anna |
Structure number: | 000000000011521 |
Location: | .62 From 728 & .53 To 614 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 272.0 ft. [82.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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: | 4 |
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: | 2,203 [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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 82.5 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $240,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 2203 | 82.5 |
June 2016 | Fair | Good | Good | Satisfactory | 2203 | 82.5 |
June 2014 | Fair | Good | Good | Satisfactory | 1901 | 84.9 |
June 2012 | Fair | Good | Good | Satisfactory | 1901 | 84.9 |
June 2010 | Fair | Good | Satisfactory | Satisfactory | 1901 | 84.9 |
July 2008 | Fair | Good | Satisfactory | Good | 1901 | 84.9 |
July 2006 | Fair | Fair | Fair | Good | 2081 | 70.2 |
June 2004 | Fair | Satisfactory | Fair | Good | 1599 | 73.9 |
June 2002 | Fair | Satisfactory | Fair | Good | 1473 | 72.0 |
June 2000 | Fair | Satisfactory | Fair | Good | 1626 | 73.8 |
June 1998 | Fair | Satisfactory | Fair | Good | 1626 | 72.8 |
June 1996 | Fair | Satisfactory | Fair | Good | 1581 | 72.9 |
June 1994 | Fair | Satisfactory | Satisfactory | Good | 1461 | 84.3 |
June 1992 | Fair | Satisfactory | Satisfactory | Good | 1151 | 84.6 |
October 1990 | Fair | Satisfactory | Satisfactory | Good | 789 | 86.0 |