US17S NC37S over PERQUIMANS RIVER
Map
Coordinates:
+36.18933, -76.4559836°11'22" N, 76°27'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US17S NC37S over PERQUIMANS RIVER |
Structure number: | 000000001430014 |
Location: | 1.8 MI N JCT US17 32BUS |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 2901.1 ft. [884.2 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Vertical clearance below bridge: | 32.8 ft. [10.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Year reconstructed: | 2009 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span 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 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,000 [as of 2012] |
Truck traffic: | 14% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 69.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Fair | Fair | 7000 | 69.1 |
November 2015 | Fair | Good | Satisfactory | Fair | 7000 | 69.1 |
November 2013 | Fair | Good | Satisfactory | Fair | 7000 | 69.1 |
November 2011 | Fair | Good | Fair | Fair | 7000 | 69.1 |
November 2009 | Fair | Satisfactory | Satisfactory | Fair | 7500 | 68.9 |
October 2007 | Poor | Poor | Poor | Poor | 7000 | 48.6 |
August 2005 | Fair | Fair | Fair | Fair | 6500 | 68.2 |
March 2004 | Fair | Fair | Satisfactory | Fair | 6000 | 68.4 |
March 2002 | Fair | Fair | Satisfactory | Fair | 5000 | 66.9 |
December 1999 | Fair | Fair | Satisfactory | Fair | 5000 | 66.9 |
October 1989 | Fair | Fair | Good | Fair | 6000 | 65.4 |
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. | 320 | 314 | 0 | 6 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 11,280 | 11,038 | 113 | 129 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 97,466 | 96,453 | 850 | 163 | 0 |
Substructure |
Reinforced Concrete Column | each | 28 | 9 | 5 | 14 | 0 |
Reinforced Concrete Abutment | linear ft. | 68 | 63 | 0 | 5 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 406 | 406 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 255 | 37 | 216 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 1,459 | 1,159 | 268 | 32 | 0 |
Joints |
Compression Joint | linear ft. | 1,598 | 1,548 | 7 | 10 | 33 |
Bearings |
Movable Bearing | each | 192 | 192 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 192 | 0 | 191 | 0 | 1 |
Enclosed/Concealed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Fixed Bearing | each | 192 | 192 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 192 | 0 | 192 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 5,806 | 5,630 | 132 | 44 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 10,075 | 10,012 | 53 | 10 | 0 |