US701 NC41 over CAPE FEAR RIVER O
Map
Coordinates:
+34.64261, -78.5947434°38'33" N, 78°35'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US701 NC41 over CAPE FEAR RIVER O |
Structure number: | 000000000170045 |
Location: | 0.2 MI.S.JCT. NC53 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 130.9 ft. [39.9 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
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: | 4 |
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: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,000 [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: | Basically intolerable requiring high priority of corrrective action [3] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 6000 | 80.3 |
June 2015 | Good | Good | Good | Good | 6000 | 80.3 |
June 2013 | Fair | Fair | Good | Good | 6000 | 79.3 |
June 2011 | Fair | Fair | Good | Good | 6500 | 79.2 |
November 2009 | Fair | Satisfactory | Satisfactory | Good | 5500 | 80.3 |
September 2008 | Fair | Satisfactory | Fair | Good | 7000 | 69.0 |
August 2006 | Fair | Satisfactory | Fair | Good | 7000 | 69.0 |
October 2003 | Fair | Satisfactory | Fair | Satisfactory | 6500 | 69.1 |
October 2001 | Fair | Satisfactory | Fair | Satisfactory | 7000 | 69.0 |
November 1999 | Fair | Satisfactory | Fair | Satisfactory | 6000 | 69.1 |
October 1991 | Fair | Satisfactory | Fair | Satisfactory | 11100 | 68.7 |