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Jeb Stuart Highway over Staunton River
Map
Coordinates:
+36.83695, -78.66624
36°50'13" N, 78°39'58" W
+36.83695, -78.66624
36°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1664978
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1664978