I-95 NB TO I-395EB over NW 14 ST
Map
Coordinates:
+25.78806, -80.2019725°47'17" N, 80°12'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-95 NB TO I-395EB over NW 14 ST |
Structure number: | 870361 |
Location: | MIDTOWN INTERCHANGE |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 102.0 ft. [31.1 m] |
Total length: | 202.1 ft. [61.6 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 44° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 12,500 [as of 2015] |
Truck traffic: | 8% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 90.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 12500 | 90.0 |
February 2015 | Good | Good | Good | Good | 12500 | 90.0 |
February 2013 | Good | Good | Good | Good | 13000 | 89.9 |
February 2011 | Good | Good | Good | Good | 14500 | 89.5 |
February 2009 | Good | Good | Good | Good | 14500 | 90.6 |
February 2007 | Good | Very Good | Very Good | Good | 14500 | 90.6 |
February 2005 | Good | Very Good | Very Good | Good | 14500 | 94.0 |
November 2002 | Good | Very Good | Very Good | Good | 57968 | 94.0 |
September 2000 | Good | Very Good | Very Good | Good | 57968 | 94.0 |
September 1998 | Good | Very Good | Very Good | Good | 57968 | 94.0 |
September 1996 | Good | Very Good | Very Good | Good | 53579 | 94.0 |
September 1994 | Good | Very Good | Very Good | Good | 53579 | 94.0 |
October 1992 | Good | Very Good | Very Good | Very Good | 49072 | 94.0 |
May 1990 | Good | Very Good | Very Good | Very Good | 49072 | 94.0 |
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. | 809 | 808 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,440 | 0 | 5,439 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 3 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 76 | 76 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 69 | 69 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 136 | 131 | 0 | 5 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 405 | 405 | 0 | 0 | 0 |