NC801 over DUTCHMANS CREEK
Map
Coordinates:
+35.85232, -80.4754935°51'08" N, 80°28'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC801 over DUTCHMANS CREEK |
Structure number: | 000000000590013 |
Location: | 0.02 MI. N. JCT. SR1818 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 253.9 ft. [77.4 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
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: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,050 [as of 2013] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
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: | 63.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Fair | Satisfactory | 2050 | 63.9 |
November 2016 | Fair | Satisfactory | Satisfactory | Good | 2050 | 75.2 |
November 2014 | Fair | Satisfactory | Satisfactory | Good | 2050 | 75.2 |
November 2012 | Fair | Good | Fair | Fair | 2400 | 62.4 |
November 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 2300 | 73.6 |
November 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 2300 | 73.6 |
November 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 2600 | 72.1 |
November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 2600 | 72.1 |
November 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 2200 | 72.4 |
December 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 1900 | 76.0 |
March 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 1800 | 76.0 |
January 1991 | Fair | Fair | Fair | Satisfactory | 1400 | 62.9 |