US64EBL over NC33
Map
Coordinates:
+35.87049, -77.5236635°52'14" N, 77°31'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US64EBL over NC33 |
Structure number: | 000000000650325 |
Location: | 1.2 MI.E. OF JCT.US258 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 131.9 ft. [40.2 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 27° |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
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: | 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: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,000 [as of 2015] |
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: | Equal to present minimum criteria [6] |
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: | 99.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 7000 | 99.3 |
November 2016 | Good | Good | Good | Good | 7000 | 93.3 |
November 2014 | Good | Good | Good | Good | 7000 | 93.3 |
November 2012 | Good | Good | Good | Good | 6500 | 93.3 |
November 2010 | Good | Very Good | Very Good | Very Good | 7500 | 93.2 |
November 2008 | Good | Very Good | Very Good | Very Good | 6500 | 93.3 |
March 2007 | Good | Very Good | Very Good | Very Good | 5500 | 93.5 |
December 2004 | Good | Very Good | Very Good | Very Good | 5500 | 93.5 |
January 2003 | Good | Very Good | Very Good | Very Good | 7000 | 98.3 |
January 2001 | Good | Very Good | Very Good | Very Good | 1800 | 98.8 |
October 1998 | Good | Very Good | Very Good | Very Good | 4700 | 98.6 |
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. | 640 | 637 | 3 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,421 | 5,371 | 50 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 146 | 143 | 3 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 192 | 191 | 1 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 264 | 240 | 0 | 0 | 24 |
Joints |
Compression Joint | linear ft. | 76 | 32 | 10 | 34 | 0 |
Bearings |
Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 60 | 60 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 266 | 158 | 108 | 0 | 0 |