NC35 over KIRBYS CREEK
Map
Coordinates:
+36.45509, -77.2065836°27'18" N, 77°12'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC35 over KIRBYS CREEK |
Structure number: | 000000001310077 |
Location: | 1.9 MI.N.JCT.US158 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 63.0 ft. [19.2 m] |
Total length: | 230.0 ft. [70.1 m] |
Roadway width between curbs: | 35.8 ft. [10.9 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
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: | 4 |
Main spans material: | Prestressed concrete continuous [6] |
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: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,800 [as of 2012] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 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: | 99.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Very Good | 1800 | 99.1 |
January 2015 | Good | Good | Good | Very Good | 1800 | 99.1 |
January 2013 | Good | Very Good | Very Good | Good | 1800 | 99.1 |
January 2011 | Good | Very Good | Very Good | Very Good | 1600 | 99.2 |
February 2009 | Good | Good | Very Good | Very Good | 2000 | 99.0 |
March 2007 | Poor | Poor | Poor | Critical | 2300 | 4.0 |
May 2005 | Poor | Poor | Fair | Critical | 2500 | 4.0 |
February 2003 | Poor | Poor | Fair | Critical | 2500 | 4.0 |
March 2001 | Poor | Poor | Fair | Fair | 1900 | 35.9 |
April 1999 | Poor | Poor | Fair | Fair | 1900 | 35.9 |
February 1991 | Fair | Fair | Fair | Fair | 1700 | 48.6 |