US13 NC42 over AHOSKIE CREEK OVERFLOW
Map
Coordinates:
+36.24624, -76.9481036°14'46" N, 76°56'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US13 NC42 over AHOSKIE CREEK OVERFLOW |
Structure number: | 000000000910025 |
Old structure number: | 000000000091025 (from 1992 edition) |
Location: | 0.2 MI.N. OF SR1420 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Skew angle: | 11° |
Owner: | State Highway Agency [01] |
Year built: | 2011 |
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: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,100 [as of 2012] |
Truck traffic: | 8% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Very Good | Very Good | Good | 6100 | 95.1 |
October 2015 | Good | Very Good | Very Good | Very Good | 6100 | 90.7 |
October 2013 | Good | Very Good | Very Good | Very Good | 6100 | 90.7 |
October 2011 | Good | Good | Good | Good | 6500 | 90.4 |
October 2009 | Poor | Fair | Fair | Serious | 7700 | 6.0 |
November 2007 | Poor | Fair | Poor | Poor | 7900 | 29.2 |
August 2005 | Poor | Poor | Fair | Serious | 7300 | 4.0 |
October 2003 | Poor | Poor | Fair | Fair | 7100 | 2.0 |
September 2001 | Poor | Poor | Fair | Serious | 7000 | 4.0 |
January 2000 | Poor | Poor | Fair | Fair | 6900 | 4.0 |
December 1997 | Poor | Poor | Fair | Fair | 6100 | 47.6 |
November 1995 | Poor | Poor | Fair | Fair | 6100 | 47.6 |
February 1994 | Poor | Poor | Fair | Fair | 5900 | 47.9 |
November 1991 | Fair | Fair | Fair | Fair | 5700 | 47.6 |
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 Closed Web/Box Girder | linear ft. | 1,320 | 1,320 | 0 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 3,960 | 3,960 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,692 | 3,517 | 175 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 108 | 106 | 0 | 2 | 0 |
Steel Pile | each | 21 | 21 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 126 | 124 | 2 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 34 | 34 | 0 | 0 | 0 |
Compression Joint | linear ft. | 67 | 67 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 48 | 48 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 228 | 220 | 3 | 5 | 0 |