US17 US74 US76 over NC133 SR1472
Map
Coordinates:
+34.23218, -77.9940134°13'56" N, 77°59'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US17 US74 US76 over NC133 SR1472 |
Structure number: | 000000000190098 |
Location: | JCT US17 74/76 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 136.2 ft. [41.5 m] |
Total length: | 203.1 ft. [61.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 24° |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 33,000 [as of 2013] |
Truck traffic: | 12% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 93.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Fair | Satisfactory | Good | 33000 | 93.9 |
February 2015 | Fair | Fair | Satisfactory | Good | 33000 | 91.8 |
February 2013 | Fair | Fair | Satisfactory | Satisfactory | 33000 | 91.8 |
February 2011 | Fair | Fair | Fair | Fair | 10000 | 82.9 |
March 2009 | Fair | Fair | Satisfactory | Satisfactory | 33000 | 91.8 |
March 2007 | Fair | Fair | Satisfactory | Satisfactory | 26500 | 92.4 |
January 2005 | Fair | Fair | Satisfactory | Satisfactory | 29500 | 92.1 |
January 2003 | Fair | Fair | Satisfactory | Satisfactory | 20000 | 93.1 |
January 2001 | Fair | Fair | Satisfactory | Satisfactory | 2000 | 94.8 |
October 1998 | Fair | Fair | Good | Satisfactory | 9900 | 94.0 |
February 1991 | Fair | Fair | Good | Satisfactory | 13000 | 95.2 |
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. | 1,230 | 1,201 | 22 | 6 | 1 |
Steel Protective Coating | sq. ft. | 15,996 | 12,314 | 3,640 | 42 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,692 | 8,080 | 509 | 103 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 0 | 6 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 107 | 107 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 18 | 18 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 20 | 20 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 18 | 18 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 199 | 199 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 168 | 0 | 84 | 64 | 20 |
Bearings |
Movable Bearing | each | 18 | 6 | 8 | 4 | 0 |
Steel Protective Coating | sq. ft. | 42 | 0 | 0 | 32 | 10 |
Fixed Bearing | each | 18 | 12 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 0 | 0 | 6 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 410 | 352 | 58 | 0 | 0 |