US17N over NC32
Map
Coordinates:
+36.07456, -76.6137036°04'28" N, 76°36'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US17N over NC32 |
Structure number: | 000000000410038 |
Location: | 1.0 MI. N. JCT. SR1234 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 106.0 ft. [32.3 m] |
Total length: | 158.1 ft. [48.2 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 13° |
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: | 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: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,000 [as of 2015] |
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: | Equal to present minimum criteria [6] |
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: | 96.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 6000 | 96.6 |
November 2016 | Good | Good | Good | Good | 4600 | 77.6 |
November 2014 | Good | Good | Good | Good | 4600 | 77.6 |
November 2012 | Good | Good | Good | Good | 3850 | 77.8 |
November 2010 | Good | Good | Very Good | Very Good | 3900 | 77.8 |
November 2008 | Good | Good | Good | Very Good | 3800 | 77.8 |
January 2007 | Good | Very Good | Very Good | Very Good | 3250 | 80.0 |
November 2004 | Good | Very Good | Very Good | Very Good | 3250 | 80.0 |
November 2002 | Good | Very Good | Very Good | Very Good | 3350 | 80.0 |
January 2001 | Good | Very Good | Very Good | Very Good | 5700 | 79.3 |
July 1999 | Good | Very Good | Very Good | Very Good | 8850 | 96.9 |
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. | 780 | 573 | 207 | 0 | 0 |
Steel Protective Coating | sq. ft. | 9,200 | 9,005 | 186 | 9 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,089 | 0 | 6,089 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 106 | 104 | 2 | 0 | 0 |
Prestressed Concrete Pile | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 39,174 | 39,171 | 3 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 114 | 108 | 6 | 0 | 0 |
Assembly with Seal | each | 38 | 0 | 38 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 318 | 104 | 214 | 0 | 0 |