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US13 NBL over NC45
Map
Coordinates:
+36.38333, -76.93333
36°22'60" N, 76°55'60" W
+36.38333, -76.93333
36°22'60" N, 76°55'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US13 NBL over NC45 |
| Structure number: | 000000000910151 |
| Location: | 800 E. JCT. SR1175 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 82.0 ft. [25.0 m] |
| Total length: | 85.0 ft. [25.9 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 51.2 ft. [15.6 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 7° |
| Owner: | State Highway Agency [01] |
| Year built: | 2014 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 9 / H 10 [1] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,750 [as of 2013] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 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] |
| Underclearances appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 90.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Good | Good | Very Good | 2750 | 90.5 |
| October 2015 | Good | Good | Very Good | Very Good | 2750 | 90.5 |
| January 2015 | Good | Very Good | Very Good | Very Good | 2750 | 90.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 498 | 492 | 6 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,350 | 4,263 | 87 | 0 | 0 |
| Substructure | ||||||
| Other Material Abutment | linear ft. | 154 | 147 | 7 | 0 | 0 |
| Steel Pile | each | 14 | 14 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 116 | 116 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 98 | 98 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 85 | 85 | 0 | 0 | 0 |
| Other Material Bridge Rail | linear ft. | 85 | 85 | 0 | 0 | 0 |
© 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/1674514
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1674514