I-75 NB (SR-93) over WILDLIFE CROSSING NO 19
Map
Coordinates:
+26.16637, -81.2350126°09'59" N, 81°14'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-75 NB (SR-93) over WILDLIFE CROSSING NO 19 |
Structure number: | 030252 |
Location: | 7.1MI E OF SR-29 (MM73) |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Tolls: | Yes, on Interstate toll segment under Secretarial Agreement [4] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 120.1 ft. [36.6 m] |
Roadway width between curbs: | 39.7 ft. [12.1 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,250 [as of 2018] |
Truck traffic: | 16% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 11250 | 96.5 |
March 2016 | Good | Good | Good | Good | 9900 | 96.5 |
March 2014 | Good | Good | Good | Good | 8550 | 96.6 |
March 2012 | Good | Good | Good | Good | 8750 | 96.6 |
March 2010 | Good | Good | Good | Good | 8000 | 96.6 |
March 2008 | Good | Very Good | Very Good | Very Good | 8750 | 95.6 |
March 2006 | Good | Very Good | Very Good | Very Good | 9250 | 97.6 |
March 2004 | Good | Very Good | Very Good | Very Good | 9350 | 97.6 |
March 2002 | Good | Very Good | Very Good | Very Good | 6400 | 97.7 |
March 2000 | Good | Very Good | Very Good | Very Good | 6100 | 97.7 |
March 1998 | Good | Very Good | Very Good | Very Good | 5300 | 97.5 |
July 1996 | Good | Very Good | Very Good | Very Good | 4700 | 78.4 |
October 1994 | Good | Very Good | Very Good | Very Good | 5400 | 92.6 |
July 1992 | Good | Very Good | Excellent | Excellent | 3534 | 92.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 89 | 89 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 10 | 9 | 0 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 89 | 89 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 172 | 123 | 42 | 0 | 7 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 241 | 241 | 0 | 0 | 0 |