I-95 NB (870355) over SW 3RD AVE & BROADWAY
Map
Coordinates:
+25.76154, -80.1996125°45'42" N, 80°11'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-95 NB (870355) over SW 3RD AVE & BROADWAY |
Structure number: | 870452 |
Location: | AT SR-972 (SW 3RD AVE.) |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 81.0 ft. [24.7 m] |
Total length: | 450.8 ft. [137.4 m] |
Roadway width between curbs: | 54.5 ft. [16.6 m] |
Deck width edge-to-edge: | 57.7 ft. [17.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Year reconstructed: | 2000 |
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: | 7 |
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: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 32,750 [as of 2017] |
Truck traffic: | 3% 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] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 32750 | 96.5 |
June 2016 | Good | Good | Good | Good | 69500 | 94.7 |
June 2014 | Good | Good | Good | Good | 33000 | 96.5 |
June 2012 | Good | Good | Good | Good | 38750 | 96.2 |
June 2010 | Good | Good | Good | Good | 35000 | 96.4 |
June 2008 | Good | Good | Good | Good | 50750 | 95.6 |
June 2006 | Good | Very Good | Very Good | Good | 50750 | 93.6 |
June 2004 | Good | Very Good | Very Good | Good | 32250 | 89.4 |
June 2002 | Good | Very Good | Very Good | Good | 49500 | 88.5 |
June 2000 | Good | Very Good | Very Good | Good | 50000 | 88.4 |
April 1998 | Good | Very Good | Very Good | Good | 46000 | 88.7 |
May 1996 | Good | Very Good | Very Good | Good | 33375 | 86.6 |
April 1994 | Good | Very Good | Very Good | Good | 33375 | 87.3 |
April 1992 | Good | Very Good | Very Good | Good | 33375 | 87.3 |
April 1990 | Good | Very Good | Very Good | Good | 33375 | 87.3 |
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. | 3,301 | 3,300 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 25,972 | 7,002 | 18,970 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 24 | 24 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 141 | 141 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 425 | 424 | 0 | 1 | 0 |
Joints |
Pourable Joint | linear ft. | 567 | 354 | 207 | 6 | 0 |
Bearings |
Elastomeric Bearing | each | 92 | 92 | 0 | 0 | 0 |
Movable Bearing | each | 7 | 7 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 14 | 14 | 0 | 0 | 0 |
Fixed Bearing | each | 7 | 6 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 14 | 14 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 902 | 902 | 0 | 0 | 0 |