I-95 SB (870430) over NW 71-75 ST & NW5 PL &RR
Map
Coordinates:
+25.84148, -80.2062325°50'29" N, 80°12'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-95 SB (870430) over NW 71-75 ST & NW5 PL &RR |
Structure number: | 870309 |
Location: | 0.2MI S OF SR-934(NW79ST) |
Purpose: | Carries highway overpass over highway and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 76.1 ft. [23.2 m] |
Total length: | 1506.0 ft. [459.0 m] |
Roadway width between curbs: | 94.5 ft. [28.8 m] |
Deck width edge-to-edge: | 97.4 ft. [29.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Year reconstructed: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 23 |
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: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100,250 [as of 2016] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Good | Good | 100250 | 86.9 |
March 2015 | Good | Good | Good | Good | 101500 | 86.9 |
March 2013 | Good | Good | Good | Good | 101750 | 86.9 |
March 2011 | Good | Good | Good | Good | 114500 | 86.2 |
March 2009 | Good | Good | Good | Good | 113000 | 88.4 |
March 2007 | Good | Good | Good | Good | 104000 | 88.9 |
March 2005 | Good | Good | Good | Good | 112500 | 88.5 |
March 2003 | Good | Good | Good | Good | 118000 | 88.2 |
February 2001 | Good | Good | Good | Good | 111000 | 88.5 |
March 1999 | Good | Good | Good | Good | 132000 | 87.5 |
February 1997 | Good | Good | Good | Good | 110000 | 80.9 |
February 1995 | Good | Good | Good | Good | 105340 | 81.5 |
March 1993 | Good | Good | Good | Good | 105340 | 81.5 |
January 1991 | Good | Good | Good | Good | 107585 | 81.3 |
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. | 21,783 | 21,763 | 0 | 20 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 146,826 | 144,766 | 2,060 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 147 | 147 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 194 | 194 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 160 | 140 | 0 | 20 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 1,974 | 1,968 | 2 | 4 | 0 |
Joints |
Pourable Joint | linear ft. | 2,340 | 2,340 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 662 | 662 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 3,012 | 3,004 | 0 | 8 | 0 |