NC58 over RAINBOW CREEK
Map
Coordinates:
+35.40648, -77.6233735°24'23" N, 77°37'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC58 over RAINBOW CREEK |
Structure number: | 000000000790022 |
Location: | 0.4 MI.S.JCT.SR1436 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 128.0 ft. [39.0 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
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: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,000 [as of 2013] |
Truck traffic: | 7% 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: | 97.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Very Good | Very Good | Good | 3000 | 97.3 |
January 2016 | Good | Very Good | Very Good | Very Good | 3000 | 97.3 |
November 2014 | Good | Very Good | Very Good | Very Good | 3000 | 96.4 |
January 2014 | Poor | Satisfactory | Good | Poor | 3400 | 7.0 |
January 2012 | Poor | Good | Good | Poor | 3400 | 7.0 |
January 2010 | Poor | Satisfactory | Good | Poor | 3200 | 7.0 |
March 2008 | Poor | Satisfactory | Good | Poor | 2800 | 7.0 |
March 2006 | Fair | Satisfactory | Good | Fair | 3000 | 50.9 |
December 2003 | Fair | Satisfactory | Good | Fair | 4200 | 49.6 |
April 2002 | Fair | Satisfactory | Good | Fair | 4100 | 49.7 |
September 2000 | Fair | Satisfactory | Good | Fair | 3100 | 50.7 |
July 1998 | Fair | Satisfactory | Good | Fair | 2800 | 51.1 |
April 1990 | Fair | Satisfactory | Good | Satisfactory | 2000 | 60.5 |