SR1731 over NORTHEAST CREEK
Map
Coordinates:
+35.85539, -78.9396535°51'19" N, 78°56'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1731 over NORTHEAST CREEK |
Structure number: | 000000000370054 |
Location: | 0.7 MI. E. JCT. NC751 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 241.2 ft. [73.5 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
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: | 5 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,600 [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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 62.1 |
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 | Satisfactory | Fair | 6600 | 62.1 |
November 2016 | Good | Good | Good | Good | 6600 | 71.4 |
November 2014 | Good | Good | Good | Good | 6600 | 71.4 |
November 2012 | Good | Good | Good | Good | 4100 | 73.1 |
November 2010 | Fair | Satisfactory | Good | Satisfactory | 3200 | 73.4 |
November 2008 | Fair | Satisfactory | Good | Satisfactory | 2800 | 73.7 |
November 2006 | Fair | Satisfactory | Very Good | Very Good | 600 | 92.2 |
November 2004 | Fair | Satisfactory | Very Good | Very Good | 600 | 92.2 |
November 2002 | Fair | Satisfactory | Very Good | Very Good | 600 | 92.2 |
January 2001 | Fair | Satisfactory | Very Good | Very Good | 530 | 92.2 |
January 1999 | Fair | Satisfactory | Very Good | Very Good | 430 | 92.3 |
January 1991 | Good | Good | Very Good | Very Good | 300 | 92.4 |