US1/15/501 NC87BUS over US421 NC87 BUS
Map
Coordinates:
+35.49520, -79.1951835°29'43" N, 79°11'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US1/15/501 NC87BUS over US421 NC87 BUS |
Structure number: | 000000001050026 |
Location: | 1.94 MI. N. JCT. NC42 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 103.0 ft. [31.4 m] |
Total length: | 172.9 ft. [52.7 m] |
Roadway width between curbs: | 114.2 ft. [34.8 m] |
Deck width edge-to-edge: | 116.5 ft. [35.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 16° |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
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: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 29,000 [as of 2013] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 93.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Very Good | Very Good | 29000 | 93.8 |
May 2016 | Good | Good | Good | Good | 29000 | 93.8 |
May 2014 | Fair | Satisfactory | Good | Satisfactory | 26000 | 94.3 |
May 2012 | Fair | Fair | Fair | Fair | 21500 | 82.4 |
May 2010 | Fair | Satisfactory | Very Good | Good | 15000 | 96.9 |
July 2008 | Fair | Satisfactory | Very Good | Good | 15000 | 96.9 |
May 2006 | Fair | Satisfactory | Very Good | Good | 15000 | 96.9 |
March 2004 | Fair | Satisfactory | Very Good | Good | 15000 | 96.9 |
April 2002 | Fair | Satisfactory | Very Good | Good | 20000 | 96.2 |
February 2000 | Fair | Satisfactory | Very Good | Good | 20500 | 94.1 |
January 1992 | Fair | Satisfactory | Very Good | Good | 12600 | 94.1 |
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 |
Steel Girder/Beam | linear ft. | 2,752 | 2,752 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 31,280 | 2,782 | 28,498 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 20,155 | 16,955 | 3,200 | 0 | 0 |
Wearing Surfaces | sq. ft. | 19,722 | 19,620 | 100 | 2 | 0 |
Substructure |
Reinforced Concrete Column | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 276 | 276 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 18 | 18 | 0 | 0 | 0 |
Steel Pile | each | 46 | 46 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 496 | 494 | 2 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 480 | 480 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 48 | 48 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 48 | 1 | 47 | 0 | 0 |
Other Bearing | each | 48 | 48 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 48 | 0 | 48 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 348 | 348 | 0 | 0 | 0 |