US13N US17N over ROANOKE RIVER OVER
Map
Coordinates:
+35.88486, -77.0239435°53'05" N, 77°01'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US13N US17N over ROANOKE RIVER OVER |
Structure number: | 000000000150025 |
Location: | 2.5MI.S. OF JCT.SR1521 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 223.1 ft. [68.0 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 10 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,500 [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: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Good | Satisfactory | 5500 | 94.5 |
September 2016 | Fair | Satisfactory | Satisfactory | Fair | 5500 | 83.4 |
September 2014 | Fair | Satisfactory | Satisfactory | Fair | 4800 | 83.5 |
September 2012 | Fair | Fair | Fair | Fair | 4950 | 82.5 |
September 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 6000 | 94.4 |
September 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 94.5 |
December 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 4950 | 94.5 |
June 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 4950 | 94.5 |
September 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 94.5 |
September 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 4750 | 94.5 |
August 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 4450 | 94.6 |
May 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 8000 | 94.4 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 224 | 204 | 20 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 8,162 | 8,088 | 73 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 60 | 6 | 24 | 30 | 0 |
Reinforced Concrete Abutment | linear ft. | 94 | 92 | 0 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 418 | 364 | 39 | 15 | 0 |
Joints |
Compression Joint | linear ft. | 70 | 70 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 448 | 23 | 399 | 26 | 0 |