US 60 over CSX RAILROAD
Map
Coordinates:
+38.41962, -82.0513238°25'11" N, 82°03'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 60 over CSX RAILROAD |
Structure number: | 00000000040A142 |
Location: | 0.17 MI W OF CR 60/1 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 191.6 ft. [58.4 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 54.8 ft. [16.7 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 31° |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel continuous [4] |
Main span 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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,247 [as of 2015] |
Truck traffic: | 13% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances 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: | 93.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Satisfactory | Good | 8247 | 93.7 |
May 2013 | Good | Good | Very Good | Very Good | 9000 | 93.3 |
May 2009 | Good | Excellent | Very Good | Excellent | 9000 | 93.3 |
December 2008 | Good | Excellent | Very Good | Excellent | 9000 | 93.3 |
December 2006 | Good | Excellent | Excellent | Excellent | 7600 | 94.0 |