I-75 over SR-40
Map
Coordinates:
+29.18631, -82.1846129°11'11" N, 82°11'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-75 over SR-40 |
Structure number: | 360920 |
Location: | I-75 NB over SR-40 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 192.9 ft. [58.8 m] |
Roadway width between curbs: | 56.4 ft. [17.2 m] |
Deck width edge-to-edge: | 59.4 ft. [18.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 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: | 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: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 74,500 [as of 2017] |
Truck traffic: | 17% 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 74500 | 88.3 |
April 2015 | Good | Good | Good | Good | 69000 | 88.6 |
May 2013 | Good | Good | Good | Very Good | 34500 | 90.3 |
May 2011 | Good | Good | Good | Very Good | 35500 | 90.3 |
May 2009 | Good | Good | Good | Very Good | 42250 | 89.9 |
May 2007 | Good | Good | Good | Very Good | 39250 | 90.1 |
June 2005 | Good | Good | Good | Very Good | 37250 | 90.2 |
June 2003 | Good | Good | Good | Very Good | 38250 | 90.1 |
June 2001 | Good | Good | Good | Very Good | 32000 | 87.3 |
February 2000 | Good | Good | Good | Very Good | 27500 | 87.6 |
April 1998 | Good | Good | Good | Very Good | 27500 | 94.0 |
May 1996 | Good | Good | Very Good | Very Good | 24000 | 94.0 |
January 1994 | Good | Good | Good | Very Good | 20400 | 75.0 |
August 1991 | Good | Good | Very Good | Very Good | 22609 | 72.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,785 | 1,773 | 6 | 6 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,484 | 6,562 | 4,921 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 7 | 1 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 118 | 118 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 118 | 118 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 112 | 61 | 0 | 49 | 2 |
Compression Joint | linear ft. | 112 | 0 | 40 | 72 | 0 |
Bearings |
Elastomeric Bearing | each | 54 | 26 | 0 | 28 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 387 | 348 | 39 | 0 | 0 |