Gathering Drive over CR-545
Map
Coordinates:
+28.26976, -81.5906428°16'11" N, 81°35'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Gathering Drive over CR-545 |
Structure number: | 924180 |
Location: | .2 Mi. E of Reunion Blvd. |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 127.0 ft. [38.7 m] |
Total length: | 230.0 ft. [70.1 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | Other Local Agencies [25] |
Year built: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
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: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,000 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 91.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Very Good | 2000 | 91.0 |
June 2016 | Good | Good | Good | Very Good | 2000 | 91.0 |
June 2014 | Good | Good | Good | Very Good | 2000 | 91.0 |
April 2012 | Good | Good | Good | Very Good | 2000 | 91.0 |
April 2010 | Good | Good | Good | Very Good | 2000 | 91.0 |
January 2008 | Good | Very Good | Excellent | Very Good | 1000 | 91.5 |
August 2005 | Good | Very Good | Excellent | Excellent | 1000 | 91.5 |