SR-56 EB over TROUT CREEK
Map
Coordinates:
+28.18564, -82.3560028°11'08" N, 82°21'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-56 EB over TROUT CREEK |
Structure number: | 140124 |
Location: | 2.0 MILES EAST OF I-75 |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 67.9 ft. [20.7 m] |
Total length: | 136.2 ft. [41.5 m] |
Roadway width between curbs: | 73.5 ft. [22.4 m] |
Deck width edge-to-edge: | 83.0 ft. [25.3 m] |
Skew angle: | 35° |
Owner: | State Highway Agency [01] |
Year built: | 2002 |
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: | 2 |
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: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 23,500 [as of 2017] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Very Good | Good | Very Good | 23500 | 98.9 |
February 2015 | Good | Very Good | Good | Very Good | 22750 | 97.9 |
February 2013 | Good | Very Good | Good | Very Good | 22750 | 97.9 |
February 2011 | Good | Excellent | Good | Excellent | 18750 | 99.1 |
February 2009 | Good | Excellent | Good | Excellent | 17500 | 99.2 |
February 2007 | Good | Excellent | Very Good | Excellent | 15500 | 98.3 |
February 2005 | Good | Excellent | Very Good | Excellent | 7250 | 99.7 |
February 2003 | Good | Excellent | Excellent | Excellent | - | 100.0 |
February 2002 | Good | Excellent | Excellent | Excellent | 12850 | 99.4 |