NC58 over FISHING CREEK
Map
Coordinates:
+36.31322, -78.0905536°18'48" N, 78°05'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC58 over FISHING CREEK |
Structure number: | 000000001850039 |
Location: | 3.2 MI.S. OF NC43 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 67.9 ft. [20.7 m] |
Total length: | 140.1 ft. [42.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 370 [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: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 89.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 370 | 89.8 |
September 2015 | Fair | Good | Good | Satisfactory | 370 | 89.7 |
October 2013 | Fair | Good | Good | Satisfactory | 370 | 89.7 |
November 2011 | Good | Good | Good | Good | 600 | 88.5 |
November 2009 | Good | Good | Very Good | Very Good | 380 | 89.7 |
February 2008 | Good | Good | Very Good | Very Good | 570 | 88.5 |
October 2005 | Good | Good | Very Good | Very Good | 490 | 88.6 |
September 2003 | Good | Good | Very Good | Very Good | 420 | 88.6 |
December 2001 | Good | Good | Very Good | Very Good | 400 | 89.7 |
February 2000 | Good | Good | Very Good | Very Good | 400 | 89.7 |
September 1991 | Good | Good | Very Good | Very Good | 400 | 88.7 |