NW39 - I-95NB SUNP over I-95/I-195 & RAMPS
Map
Coordinates:
+25.81230, -80.2088425°48'44" N, 80°12'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NW39 - I-95NB SUNP over I-95/I-195 & RAMPS |
Structure number: | 870777 |
Location: | I-95/SR112/I-195 INTRCHG |
Purpose: | Carries highway overpass (third level) over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 183.4 ft. [55.9 m] |
Total length: | 905.2 ft. [275.9 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,700 [as of 2017] |
Truck traffic: | 10% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 91.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 3700 | 91.6 |
March 2016 | Good | Good | Very Good | Good | 3400 | 88.9 |
March 2014 | Good | Good | Very Good | Very Good | 2800 | 97.0 |
March 2012 | Good | Good | Very Good | Very Good | 2800 | 97.0 |
March 2010 | Good | Good | Very Good | Very Good | 8000 | 97.0 |
March 2008 | Good | Good | Very Good | Very Good | 8000 | 97.0 |
March 2006 | Good | Very Good | Very Good | Very Good | 8000 | 97.0 |
March 2004 | Good | Very Good | Very Good | Very Good | 5737 | 91.9 |
January 2002 | Good | Very Good | Very Good | Very Good | 5737 | 87.9 |
January 2000 | Good | Very Good | Very Good | Very Good | 5000 | 88.0 |
January 1998 | Good | Very Good | Very Good | Very Good | 5000 | 90.8 |
January 1996 | Good | Very Good | Good | Good | 5000 | 90.4 |
February 1994 | Good | Very Good | Good | Good | 5000 | 91.4 |
August 1991 | Good | Very Good | Good | Good | 5000 | 91.4 |
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. | 1,569 | 1,525 | 44 | 0 | 0 |
Steel Protective Coating | sq. ft. | 30,625 | 30,581 | 0 | 44 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 1,529 | 1,529 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 24,079 | 24,071 | 8 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 7 | 7 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 27 | 26 | 1 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 160 | 115 | 45 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 54 | 42 | 12 | 0 | 0 |
Compression Joint | linear ft. | 54 | 44 | 0 | 9 | 1 |
Bearings |
Elastomeric Bearing | each | 32 | 32 | 0 | 0 | 0 |
Pot Bearing | each | 12 | 3 | 9 | 0 | 0 |
Steel Protective Coating | sq. ft. | 42 | 32 | 0 | 10 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,811 | 1,801 | 8 | 2 | 0 |