SR1510 over P. DELIGHT CREEK
Map
Coordinates:
+36.38261, -77.2374536°22'57" N, 77°14'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1510 over P. DELIGHT CREEK |
Structure number: | 000000001310018 |
Location: | 0.2 MI.W. OF JCT.NC35 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
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: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 210 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 66.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Satisfactory | Fair | 210 | 66.5 |
January 2015 | Fair | Satisfactory | Satisfactory | Fair | 210 | 66.5 |
January 2013 | Fair | Satisfactory | Satisfactory | Fair | 200 | 66.5 |
January 2011 | Fair | Satisfactory | Fair | Fair | 200 | 64.5 |
January 2009 | Fair | Fair | Fair | Fair | 200 | 63.5 |
February 2007 | Fair | Fair | Fair | Fair | 220 | 63.5 |
January 2005 | Fair | Fair | Fair | Fair | 220 | 63.5 |
January 2003 | Fair | Fair | Fair | Fair | 200 | 63.5 |
February 2001 | Fair | Fair | Fair | Fair | 260 | 63.5 |
March 1999 | Fair | Fair | Fair | Fair | 210 | 65.3 |
February 1991 | Fair | Fair | Fair | Fair | 200 | 65.3 |