I-75 NB over NW 193rd St
Map
Coordinates:
+29.42901, -82.2624429°25'44" N, 82°15'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-75 NB over NW 193rd St |
Structure number: | 360066 |
Location: | I-75 NB over NW 193rd St |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 173.9 ft. [53.0 m] |
Roadway width between curbs: | 65.0 ft. [19.8 m] |
Deck width edge-to-edge: | 67.3 ft. [20.5 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 27,250 [as of 2017] |
Truck traffic: | 20% 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 27250 | 94.7 |
May 2015 | Good | Good | Good | Good | 56000 | 93.4 |
May 2013 | Good | Good | Very Good | Very Good | 30250 | 94.6 |
June 2011 | Good | Good | Very Good | Very Good | 23250 | 94.9 |
June 2009 | Good | Very Good | Very Good | Very Good | 25500 | 94.8 |
June 2007 | Good | Very Good | Very Good | Very Good | 29500 | 94.6 |
June 2005 | Good | Very Good | Very Good | Very Good | 30000 | 94.6 |
June 2003 | Good | Very Good | Very Good | Very Good | 25250 | 94.8 |
June 2001 | Good | Very Good | Very Good | Very Good | 21500 | 97.0 |
July 1999 | Good | Very Good | Very Good | Very Good | 23500 | 96.9 |
May 1997 | Good | Very Good | Very Good | Very Good | 44000 | 88.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,565 | 1,565 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,669 | 11,650 | 18 | 1 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 144 | 144 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 18 | 17 | 0 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 144 | 144 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 131 | 0 | 131 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 54 | 54 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 348 | 301 | 47 | 0 | 0 |