NC94 over NW FORK ALLIGATOR
Map
Coordinates:
+35.72153, -76.1933835°43'18" N, 76°11'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC94 over NW FORK ALLIGATOR |
Structure number: | 000000001770006 |
Location: | 2.0MI.S.JCT.SR1101 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 368.1 ft. [112.2 m] |
Roadway width between curbs: | 32.8 ft. [10.0 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2013 |
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: | 8 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 440 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 91.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Very Good | Very Good | Good | 440 | 91.7 |
February 2016 | Good | Very Good | Very Good | Good | 540 | 91.0 |
February 2014 | Good | Very Good | Very Good | Good | 540 | 91.0 |
June 2013 | Good | Very Good | Very Good | Good | 540 | 91.0 |
February 2012 | Poor | Fair | Poor | Serious | 480 | 19.5 |
February 2010 | Poor | Poor | Poor | Serious | 1100 | 9.8 |
February 2008 | Poor | Fair | Fair | Poor | 490 | 42.2 |
April 2006 | Poor | Fair | Fair | Poor | 490 | 42.2 |
March 2004 | Fair | Fair | Fair | Fair | 520 | 60.1 |
April 2002 | Poor | Fair | Satisfactory | Poor | 540 | 49.3 |
March 2000 | Poor | Fair | Fair | Poor | 600 | 48.2 |
March 1998 | Poor | Fair | Fair | Poor | 600 | 48.2 |
February 1992 | Poor | Fair | Fair | Poor | 400 | 47.5 |