US117N over CSX RAILROAD
Map
Coordinates:
+35.14963, -78.1090735°08'59" N, 78°06'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US117N over CSX RAILROAD |
Structure number: | 000000000610016 |
Location: | 0.1MI.N.JCT.SR1320 |
Purpose: | Carries highway over railroad |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 212.9 ft. [64.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 56° |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
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: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,850 [as of 2013] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 38.6 |
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 |
---|
November 2017 | Poor | Fair | Poor | Poor | 1850 | 38.6 |
November 2015 | Fair | Fair | Fair | Fair | 4200 | 54.3 |
November 2013 | Fair | Fair | Fair | Fair | 4200 | 54.3 |
November 2011 | Fair | Fair | Fair | Fair | 2000 | 54.8 |
December 2009 | Fair | Fair | Fair | Fair | 1800 | 55.9 |
March 2008 | Fair | Fair | Fair | Fair | 1900 | 9.4 |
July 2006 | Poor | Fair | Fair | Poor | 1900 | 38.2 |
January 2004 | Poor | Fair | Fair | Poor | 1900 | 40.3 |
April 2002 | Poor | Fair | Fair | Poor | 1850 | 40.3 |
September 2000 | Poor | Fair | Fair | Poor | 1900 | 38.3 |
August 1998 | Poor | Fair | Fair | Poor | 2000 | 38.2 |
April 1990 | Poor | Fair | Poor | Poor | 6800 | 30.7 |