NC903 over LAKE GASTON
Map
Coordinates:
+36.51833, -77.9603936°31'06" N, 77°57'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC903 over LAKE GASTON |
Structure number: | 000000001850139 |
Location: | 1.7 MI.N.SR1357 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 1205.1 ft. [367.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | 10 |
Main spans material: | Steel continuous [4] |
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: October 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,500 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 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: | 43.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Poor | Fair | Fair | Poor | 2500 | 43.6 |
October 2015 | Fair | Satisfactory | Good | Fair | 3000 | 49.8 |
October 2013 | Fair | Satisfactory | Good | Fair | 3000 | 49.8 |
October 2011 | Fair | Good | Good | Fair | 2600 | 57.6 |
October 2009 | Fair | Satisfactory | Good | Fair | 2600 | 57.3 |
April 2008 | Fair | Satisfactory | Good | Fair | 2600 | 55.8 |
January 2006 | Poor | Satisfactory | Good | Poor | 2900 | 34.7 |
November 2003 | Poor | Satisfactory | Good | Poor | 2500 | 41.0 |
March 2002 | Poor | Satisfactory | Good | Poor | 2000 | 42.0 |
October 2000 | Poor | Satisfactory | Good | Poor | 2000 | 42.0 |
August 1998 | Poor | Satisfactory | Good | Poor | 2600 | 41.0 |
August 1990 | Poor | Satisfactory | Good | Poor | 500 | 58.0 |