I-275 NB over ARMENIA AVENUE
Map
Coordinates:
+27.94472, -82.3933327°56'41" N, 82°23'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | I-275 NB over ARMENIA AVENUE |
Structure number: | 100697 |
Location: | 1.3 MILES E OF DALE MABRY |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 137.1 ft. [41.8 m] |
Total length: | 137.1 ft. [41.8 m] |
Roadway width between curbs: | 71.9 ft. [21.9 m] |
Deck width edge-to-edge: | 75.1 ft. [22.9 m] |
Vertical clearance below bridge: | 17.1 ft. [5.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 182,000 [as of 2015] |
Truck traffic: | 4% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 104.1 tons [94.6 metric tons] |
Inventory rating: | 62.4 tons [56.7 metric tons] |
Sufficiency rating: | 89.5 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2015 | 89.5 | Good | Very Good | Very Good | Good | - | 182000 |
April 2013 | 89.5 | Good | Very Good | Very Good | Very Good | - | 182000 |
April 2011 | 90.0 | Good | Very Good | Very Good | Very Good | - | 171500 |
April 2009 | 87.9 | Good | Very Good | Very Good | Very Good | - | 215600 |