NC11 over COLLY CREEK
Map
Coordinates:
+34.44689, -78.2124434°26'49" N, 78°12'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC11 over COLLY CREEK |
Structure number: | 000000000170059 |
Old structure number: | 000000000017059 (from 1992 edition) |
Location: | 0.2 MI N JCT NC210 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 170.0 ft. [51.8 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 2003 |
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 continuous [6] |
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: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,800 [as of 2013] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 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: | 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
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 |
---|
August 2017 | Fair | Satisfactory | Good | Good | 2800 | 97.3 |
August 2015 | Fair | Satisfactory | Good | Good | 2800 | 96.1 |
August 2013 | Fair | Fair | Fair | Good | 1900 | 85.5 |
October 2011 | Good | Good | Good | Good | 1800 | 97.8 |
December 2009 | Good | Good | Good | Good | 1500 | 98.0 |
October 2008 | Good | Good | Very Good | Very Good | 1900 | 97.7 |
September 2006 | Good | Good | Very Good | Very Good | 1900 | 97.7 |
November 2003 | Good | Excellent | Excellent | Excellent | 1500 | 98.0 |
January 2002 | Poor | Very Good | Serious | Fair | 1700 | 30.6 |
November 1999 | Poor | Very Good | Serious | Fair | 1700 | 30.6 |
October 1997 | Poor | Very Good | Serious | Fair | 2000 | 29.7 |
October 1995 | Poor | Very Good | Serious | Fair | 1600 | 27.4 |
October 1993 | Poor | Very Good | Serious | Fair | 950 | 27.3 |
October 1991 | Poor | Very Good | Serious | Fair | 800 | 27.8 |