TWP-478 over I-70&I-76;B-513A
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+40.03333, -78.5000040°01'60" N, 78°30'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TWP-478 over I-70&I-76;B-513A |
Structure number: | 000000000004425 |
Location: | NEAR BEDFORD |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 86.9 ft. [26.5 m] |
Total length: | 90.9 ft. [27.7 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 20° |
Owner: | State Toll Authority [31] |
Year built: | 1939 |
Year reconstructed: | 1988 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: September 2010
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 1992] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 81.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2010 | Good | Good | Good | Good | 200 | 81.5 |
September 2008 | Good | Good | Good | Good | 200 | 81.5 |