US1 over US74
Map
Coordinates:
+34.91061, -79.7921134°54'38" N, 79°47'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US1 over US74 |
Structure number: | 000000001530194 |
Location: | 0.3 MI. N. JCT. SR1137 |
Purpose: | Carries highway overpass over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 122.1 ft. [37.2 m] |
Total length: | 228.0 ft. [69.5 m] |
Roadway width between curbs: | 90.6 ft. [27.6 m] |
Deck width edge-to-edge: | 93.5 ft. [28.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 16° |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
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: | Steel continuous [4] |
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: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,700 [as of 2015] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Very Good | Good | 5700 | 95.0 |
June 2015 | Good | Good | Good | Good | 11400 | 100.0 |
June 2013 | Good | Good | Good | Good | 10450 | 100.0 |
June 2011 | Good | Good | Good | Good | 10400 | 98.0 |
June 2009 | Good | Good | Very Good | Very Good | 11350 | 98.0 |
June 2007 | Good | Good | Very Good | Very Good | 6500 | 98.0 |
July 2005 | Good | Good | Very Good | Very Good | 6800 | 98.0 |
May 2003 | Good | Good | Very Good | Very Good | 6400 | 98.0 |
July 2001 | Good | Good | Excellent | Excellent | 7700 | 98.0 |
March 2000 | Good | Excellent | Excellent | Excellent | 7800 | 100.0 |
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 |
Steel Girder/Beam | linear ft. | 1,847 | 1,847 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 25,029 | 24,879 | 60 | 90 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 21,120 | 13,080 | 8,040 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 256 | 251 | 5 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 15 | 15 | 0 | 0 | 0 |
Steel Pile | each | 50 | 50 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 305 | 305 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,968 | 2,958 | 10 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 95 | 50 | 45 | 0 | 0 |
Assembly with Seal | each | 190 | 140 | 50 | 0 | 0 |
Bearings |
Pot Bearing | each | 27 | 27 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 69 | 69 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 458 | 399 | 59 | 0 | 0 |