US421N NC87 over US1
Map
Coordinates:
+35.51127, -79.1878235°30'41" N, 79°11'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US421N NC87 over US1 |
Structure number: | 000000001050115 |
Location: | 1.1MI.N.JCT.SR1415 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 107.0 ft. [32.6 m] |
Total length: | 219.2 ft. [66.8 m] |
Roadway width between curbs: | 37.4 ft. [11.4 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 2007 |
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: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,500 [as of 2012] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 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: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 89.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 8500 | 89.0 |
August 2016 | Good | Good | Good | Good | 8500 | 89.0 |
August 2014 | Good | Good | Good | Good | 8500 | 89.0 |
August 2012 | Good | Good | Good | Good | 7500 | 89.0 |
July 2010 | Good | Very Good | Very Good | Very Good | 7500 | 90.0 |
August 2008 | Good | Excellent | Excellent | Excellent | 7650 | 90.0 |
January 2007 | Good | Excellent | Excellent | Excellent | 7650 | 95.0 |
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. | 1,085 | 1,085 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,874 | 5,552 | 3,322 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 118 | 100 | 18 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 38 | 38 | 0 | 0 | 0 |
Steel Pile | each | 25 | 25 | 0 | 0 | 0 |
Prestressed Concrete Pier Cap | linear ft. | 48 | 38 | 10 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 85 | 77 | 8 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 70 | 70 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 438 | 393 | 45 | 0 | 0 |