US13S US158 over CHOWAN RIVER
Map
Coordinates:
+36.40254, -76.9344236°24'09" N, 76°56'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US13S US158 over CHOWAN RIVER |
Structure number: | 000000000910032 |
Old structure number: | 000000000091032 (from 1992 edition) |
Location: | 0.7 MI. N. JCT. US158 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 86.0 ft. [26.2 m] |
Total length: | 1121.1 ft. [341.7 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 3.3 ft. [1.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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: | 16 |
Main spans material: | Prestressed concrete [5] |
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: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 4,150 [as of 2013] |
Truck traffic: | 14% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 28.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Fair | Fair | Fair | 4150 | 28.1 |
October 2015 | Fair | Fair | Fair | Fair | 4150 | 32.4 |
October 2013 | Fair | Fair | Fair | Fair | 6900 | 71.8 |
October 2011 | Fair | Fair | Fair | Fair | 6600 | 71.8 |
October 2009 | Fair | Fair | Fair | Fair | 9200 | 71.8 |
October 2007 | Fair | Fair | Fair | Fair | 8200 | 71.8 |
November 2005 | Fair | Fair | Fair | Fair | 7700 | 71.8 |
June 2004 | Fair | Fair | Fair | Fair | 8200 | 71.8 |
December 2001 | Fair | Fair | Fair | Fair | 8000 | 71.8 |
January 2000 | Fair | Fair | Fair | Fair | 7500 | 71.8 |
November 1997 | Fair | Fair | Fair | Fair | 6500 | 71.8 |
November 1995 | Fair | Fair | Fair | Fair | 6500 | 71.8 |
June 1994 | Poor | Satisfactory | Fair | Poor | 7000 | 56.8 |
December 1991 | Fair | Satisfactory | Fair | Fair | 6600 | 72.8 |
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. | 6,768 | 6,508 | 260 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 47,168 | 46,561 | 607 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 45 | 37 | 8 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 368 | 368 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 305 | 305 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 705 | 646 | 59 | 0 | 0 |
Bearings |
Movable Bearing | each | 192 | 192 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 2,256 | 2,071 | 185 | 0 | 0 |