Jeb Stuart Highway over Staunton River
Map
Coordinates:
+36.83695, -78.6662436°50'13" N, 78°39'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Jeb Stuart Highway over Staunton River |
Structure number: | 000000000004851 |
Location: | 0.00-CharCL/ 0.00-HalfxCL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 122.1 ft. [37.2 m] |
Total length: | 960.0 ft. [292.6 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Vertical clearance above deck: | 14.4 ft. [4.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1930 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2007
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 443 [as of 2008] |
Truck traffic: | 4% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Imminent Failure [1 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 15.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $7,287,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2007 | Poor | Serious | Imminent Failure | Poor | 443 | 15.5 |