US17 S over CHOWAN RIVER TRIB.
Map
Coordinates:
+36.03975, -76.7120536°02'23" N, 76°42'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US17 S over CHOWAN RIVER TRIB. |
Structure number: | 000000000150161 |
Location: | 1.3 MI N. JCT SR1361 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 59.1 ft. [18.0 m] |
Roadway width between curbs: | 37.4 ft. [11.4 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 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] |
Main span material: | Prestressed concrete [5] |
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: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,450 [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: | Equal to present minimum criteria [6] |
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: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 4450 | 99.6 |
September 2016 | Good | Good | Good | Good | 4450 | 99.6 |
September 2014 | Good | Good | Good | Good | 4450 | 99.6 |
September 2012 | Good | Good | Good | Good | 4200 | 99.6 |
September 2010 | Good | Good | Very Good | Very Good | 4450 | 99.6 |
September 2008 | Good | Good | Very Good | Good | 4300 | 99.6 |
October 2006 | Good | Good | Very Good | Good | 4500 | 99.6 |
May 2004 | Good | Good | Very Good | Very Good | 3900 | 99.6 |
September 2002 | Good | Very Good | Very Good | Very Good | 3350 | 99.7 |
September 2000 | Good | Very Good | Very Good | Very Good | 3200 | 97.7 |
December 1999 | Good | Very Good | Very Good | Very Good | 7400 | 97.3 |
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. | 336 | 336 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,364 | 2,356 | 8 | 0 | 0 |
Substructure |
Prestressed Concrete Column | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 96 | 85 | 8 | 3 | 0 |
Prestressed Concrete Pile | each | 15 | 15 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 96 | 95 | 0 | 1 | 0 |
Concrete Protective Coating | sq. ft. | 400 | 400 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 82 | 0 | 0 | 82 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 120 | 84 | 6 | 30 | 0 |