I-195 (SR-112) over SR-5 & FEC R/R
Map
Coordinates:
+25.81146, -80.1932425°48'41" N, 80°11'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-195 (SR-112) over SR-5 & FEC R/R |
Structure number: | 870313 |
Location: | BETWEEN I-95 AND US-1 |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 111.2 ft. [33.9 m] |
Total length: | 1417.4 ft. [432.0 m] |
Roadway width between curbs: | 98.1 ft. [29.9 m] |
Deck width edge-to-edge: | 103.4 ft. [31.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Year reconstructed: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 147,500 [as of 2017] |
Truck traffic: | 4% 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: | 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: | 81.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 147500 | 81.0 |
May 2016 | Good | Good | Very Good | Very Good | 132000 | 81.0 |
May 2014 | Good | Good | Very Good | Very Good | 123500 | 81.0 |
May 2012 | Good | Good | Very Good | Very Good | 116000 | 81.0 |
May 2010 | Good | Good | Very Good | Very Good | 92000 | 81.0 |
May 2008 | Good | Good | Very Good | Very Good | 92000 | 81.0 |
May 2006 | Good | Good | Very Good | Very Good | 95500 | 81.0 |
May 2004 | Good | Good | Very Good | Very Good | 96580 | 81.0 |
April 2002 | Good | Good | Very Good | Very Good | 94638 | 81.0 |
April 2000 | Good | Good | Very Good | Very Good | 89000 | 81.2 |
March 1998 | Good | Good | Very Good | Very Good | 89000 | 81.2 |
March 1996 | Good | Good | Very Good | Very Good | 59176 | 83.3 |
March 1994 | Good | Good | Very Good | Very Good | 59176 | 80.4 |
April 1992 | Good | Good | Good | Very Good | 59176 | 80.4 |
March 1990 | Good | Good | Good | Very Good | 59176 | 80.4 |
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 |
Steel Girder/Beam | linear ft. | 2,004 | 1,984 | 20 | 0 | 0 |
Steel Protective Coating | sq. ft. | 22,563 | 22,523 | 40 | 0 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 23,060 | 23,038 | 15 | 7 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 146,266 | 0 | 146,265 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 157 | 155 | 1 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 227 | 225 | 0 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 2,129 | 2,122 | 7 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 2,129 | 1,952 | 50 | 1 | 126 |
Assembly with Seal | each | 232 | 217 | 15 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 628 | 620 | 2 | 6 | 0 |
Movable Bearing | each | 36 | 36 | 0 | 0 | 0 |
Fixed Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 4,372 | 4,371 | 0 | 1 | 0 |