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I-275 NB over ARMENIA AVENUE
Map
Coordinates:
+27.94472, -82.39333
27°56'41" N, 82°23'36" W
+27.94472, -82.39333
27°56'41" N, 82°23'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| 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 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
| Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 822 | 822 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 10,289 | 10,289 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 160 | 160 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 151 | 146 | 2 | 0 | 3 |
| Bearings | ||||||
| Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 274 | 274 | 0 | 0 | 0 |
© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1079235
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1079235