Florence Avenue over Abandoned Railway
Map
Coordinates:
+36.54236, -78.7756036°32'32" N, 78°46'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Florence Avenue over Abandoned Railway |
Structure number: | 000000000009141 |
Location: | 0.05-NC/0.08-Rt 96 |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 65.0 ft. [19.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,582 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 75.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Satisfactory | Fair | 1582 | 75.7 |
March 2017 | Fair | Satisfactory | Satisfactory | Fair | 1582 | 75.7 |
March 2016 | Fair | Satisfactory | Satisfactory | Fair | 1582 | 75.7 |
March 2015 | Fair | Good | Good | Satisfactory | 1582 | 85.6 |
March 2014 | Fair | Good | Good | Satisfactory | 1600 | 85.6 |
March 2013 | Fair | Good | Good | Satisfactory | 1429 | 85.8 |
March 2011 | Fair | Good | Good | Satisfactory | 1429 | 85.8 |
March 2009 | Fair | Good | Good | Satisfactory | 1429 | 87.1 |
March 2007 | Fair | Good | Good | Satisfactory | 2017 | 88.5 |
March 2005 | Good | Good | Good | Good | 1976 | 83.3 |
March 2003 | Good | Good | Good | Good | 1954 | 81.8 |
March 2001 | Good | Good | Good | Good | 1965 | 79.8 |
March 1999 | Good | Good | Good | Good | 1029 | 79.9 |
March 1997 | Good | Good | Good | Good | 1000 | 79.9 |
March 1995 | Good | Good | Good | Good | 800 | 80.0 |
February 1993 | Fair | Fair | Good | Good | 1245 | 78.9 |
February 1991 | Fair | Fair | Very Good | Good | 1265 | 78.9 |