US13 US64 W over US64A
Map
Coordinates:
+35.83102, -77.1841635°49'52" N, 77°11'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US13 US64 W over US64A |
Structure number: | 000000001170259 |
Location: | 2MI.E. OF JCT.SR1159 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 70.9 ft. [21.6 m] |
Total length: | 126.0 ft. [38.4 m] |
Roadway width between curbs: | 46.6 ft. [14.2 m] |
Deck width edge-to-edge: | 50.2 ft. [15.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 26° |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
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 [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,200 [as of 2013] |
Truck traffic: | 14% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 92.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 4200 | 92.0 |
April 2016 | Good | Good | Good | Good | 4200 | 92.0 |
April 2014 | Good | Good | Good | Good | 4300 | 97.0 |
April 2012 | Good | Good | Good | Good | 4550 | 97.0 |
April 2010 | Good | Very Good | Good | Very Good | 4200 | 97.0 |
June 2008 | Good | Very Good | Good | Very Good | 4200 | 97.0 |
July 2006 | Good | Very Good | Good | Very Good | 4200 | 97.0 |
March 2004 | Good | Very Good | Very Good | Very Good | 3500 | 97.0 |
July 2002 | Good | Very Good | Very Good | Very Good | 3500 | 97.0 |
May 2000 | Good | Very Good | Very Good | Very Good | 4500 | 97.0 |
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. | 726 | 724 | 2 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,287 | 3,497 | 2,790 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 148 | 143 | 5 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 18 | 18 | 0 | 0 | 0 |
Steel Pile | each | 20 | 20 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 230 | 186 | 44 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 224 | 0 | 224 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 252 | 12 | 240 | 0 | 0 |