East Island Access over East Indian River Relief
Map
Coordinates:
+27.20944, -80.1863927°12'34" N, 80°11'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | East Island Access over East Indian River Relief |
Structure number: | 890149 |
Location: | East of Ernest Lyons Bri. |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 485.9 ft. [148.1 m] |
Roadway width between curbs: | 48.6 ft. [14.8 m] |
Deck width edge-to-edge: | 50.9 ft. [15.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 10 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,900 [as of 2017] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Very Good | Very Good | Very Good | 14900 | 91.2 |
July 2015 | Good | Very Good | Very Good | Very Good | 14900 | 91.2 |
July 2013 | Good | Very Good | Very Good | Very Good | 14900 | 91.2 |
July 2011 | Good | Very Good | Very Good | Very Good | 14900 | 98.3 |
July 2009 | Good | Very Good | Excellent | Very Good | 14900 | 79.0 |
July 2007 | Good | Very Good | Excellent | Very Good | 14900 | 79.0 |