NC561 over I95
Map
Coordinates:
+36.26918, -77.7221736°16'09" N, 77°43'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC561 over I95 |
Structure number: | 000000000830064 |
Location: | 0.9 MI. W. JCT. SR1206 |
Purpose: | Carries highway overpass over highway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 313.0 ft. [95.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 36° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,700 [as of 2013] |
Truck traffic: | 8% 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] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 1700 | 86.5 |
August 2015 | Good | Good | Good | Good | 1700 | 86.5 |
August 2013 | Good | Good | Good | Good | 1300 | 82.6 |
August 2011 | Fair | Fair | Good | Fair | 1300 | 76.5 |
August 2009 | Fair | Fair | Good | Fair | 1200 | 76.5 |
January 2008 | Fair | Fair | Good | Fair | 1400 | 76.5 |
August 2005 | Fair | Fair | Good | Fair | 1400 | 76.5 |
September 2003 | Fair | Fair | Good | Fair | 1500 | 76.5 |
October 2001 | Fair | Fair | Good | Fair | 1300 | 76.5 |
September 2000 | Fair | Fair | Good | Fair | 1800 | 74.5 |
July 1998 | Fair | Fair | Good | Fair | 1400 | 74.5 |
May 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 1500 | 81.8 |