I-75 over SR-200
Map
Coordinates:
+29.15037, -82.1850129°09'01" N, 82°11'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-75 over SR-200 |
Structure number: | 360063 |
Location: | I-75 over SR-200 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 122.7 ft. [37.4 m] |
Total length: | 245.4 ft. [74.8 m] |
Roadway width between curbs: | 130.3 ft. [39.7 m] |
Deck width edge-to-edge: | 135.2 ft. [41.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 41° |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
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: | 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: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 90,745 [as of 2016] |
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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 90745 | 83.0 |
April 2015 | Good | Good | Good | Good | 80753 | 83.0 |
May 2013 | Good | Good | Good | Good | 77544 | 92.4 |
June 2011 | Good | Good | Good | Good | 77324 | 92.4 |
June 2009 | Good | Good | Good | Good | 74631 | 92.5 |
June 2007 | Good | Good | Good | Good | 82191 | 92.2 |
June 2005 | Good | Good | Good | Good | 78815 | 96.0 |
June 2003 | Good | Good | Good | Good | 74516 | 96.0 |
June 2001 | Good | Good | Good | Good | 69374 | 96.7 |
January 2000 | Good | Good | Good | Good | 37000 | 96.3 |
March 1998 | Good | Good | Good | Good | 48000 | 93.0 |
April 1996 | Good | Good | Good | Very Good | 47000 | 93.0 |
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. | 4,663 | 4,649 | 7 | 7 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 33,203 | 32,927 | 246 | 30 | 0 |
Substructure |
Reinforced Concrete Column | each | 11 | 11 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 407 | 407 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 203 | 203 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 407 | 203 | 0 | 0 | 204 |
Bearings |
Elastomeric Bearing | each | 76 | 76 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 737 | 737 | 0 | 0 | 0 |