STONEY POINT ROAD over APPOMATTOX RIVER
Map
Coordinates:
+37.42771, -78.2308137°25'40" N, 78°13'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STONEY POINT ROAD over APPOMATTOX RIVER |
Structure number: | 000000000029563 |
Location: | Amelia/Cumberland Co Line |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 100.4 ft. [30.6 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 88 [as of 2006] |
Deck condition: | Very Good [8 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 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: | 91.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Very Good | Good | Good | 88 | 91.9 |
November 2017 | Good | Very Good | Very Good | Very Good | 88 | 91.9 |
November 2016 | Good | Very Good | Very Good | Very Good | 88 | 91.9 |
November 2015 | Good | Excellent | Excellent | Excellent | 88 | 91.9 |