NC37 over PERQUIMANS RIVER
Map
Coordinates:
+36.26841, -76.5452236°16'06" N, 76°32'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC37 over PERQUIMANS RIVER |
Structure number: | 000000001430015 |
Old structure number: | 000000000143015 (from 1992 edition) |
Location: | 0.2 MI. S. JCT. SR1111 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 107.9 ft. [32.9 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
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: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, would be posted or closed except for temporary shoring [D] |
Average daily traffic: | 970 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 24.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Satisfactory | Fair | Fair | 970 | 24.8 |
December 2015 | Fair | Satisfactory | Fair | Fair | 870 | 25.2 |
December 2013 | Fair | Satisfactory | Fair | Fair | 870 | 25.2 |
December 2011 | Fair | Fair | Fair | Fair | 900 | 23.8 |
December 2009 | Fair | Satisfactory | Fair | Fair | 1000 | 66.5 |
November 2007 | Fair | Fair | Satisfactory | Satisfactory | 1100 | 74.3 |
November 2005 | Fair | Fair | Satisfactory | Satisfactory | 1100 | 74.3 |
October 2003 | Fair | Fair | Satisfactory | Satisfactory | 1000 | 75.4 |
October 2001 | Fair | Fair | Satisfactory | Satisfactory | 1000 | 75.4 |
February 2000 | Fair | Fair | Satisfactory | Satisfactory | 1000 | 75.4 |
February 1998 | Fair | Fair | Satisfactory | Satisfactory | 1800 | 71.0 |
January 1996 | Fair | Fair | Satisfactory | Fair | 1000 | 64.6 |
February 1994 | Fair | Fair | Satisfactory | Fair | 1500 | 60.0 |
January 1992 | Fair | Fair | Satisfactory | Fair | 1500 | 60.0 |