I-95 SB (870533) over US-27(NW36ST) & NW 35 ST
Map
Coordinates:
+25.80945, -80.2060525°48'34" N, 80°12'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-95 SB (870533) over US-27(NW36ST) & NW 35 ST |
Structure number: | 870339 |
Location: | I-95/SR-112/I-195 INTRCHG |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Tolls: | Yes, on Interstate toll segment under Secretarial Agreement [4] |
Length of largest span: | 72.2 ft. [22.0 m] |
Total length: | 288.1 ft. [87.8 m] |
Roadway width between curbs: | 75.1 ft. [22.9 m] |
Deck width edge-to-edge: | 78.1 ft. [23.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Year reconstructed: | 2010 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 5 |
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: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 217,000 [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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 80.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 217000 | 80.0 |
October 2015 | Good | Good | Good | Good | 117000 | 80.0 |
October 2013 | Good | Good | Good | Good | 110000 | 80.0 |
October 2011 | Fair | Good | Good | Satisfactory | 104000 | 80.0 |
October 2009 | Fair | Good | Good | Satisfactory | 96750 | 80.0 |
October 2007 | Fair | Good | Good | Satisfactory | 105500 | 80.0 |
October 2005 | Good | Good | Good | Good | 106500 | 82.0 |
October 2003 | Good | Very Good | Very Good | Very Good | 95000 | 83.0 |
September 2001 | Good | Very Good | Very Good | Very Good | 105000 | 83.0 |
October 1999 | Good | Very Good | Very Good | Very Good | 100000 | 83.0 |
September 1997 | Good | Very Good | Very Good | Very Good | 95500 | 83.0 |
September 1995 | Good | Good | Very Good | Very Good | 94000 | 81.0 |
February 1994 | Fair | Satisfactory | Very Good | Very Good | 73216 | 63.0 |
April 1992 | Fair | Satisfactory | Very Good | Very Good | 73216 | 63.0 |
September 1989 | Fair | Satisfactory | Very Good | Very Good | 73216 | 63.0 |
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. | 3,744 | 3,739 | 0 | 5 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 22,464 | 22,450 | 10 | 4 | 0 |
Substructure |
Reinforced Concrete Column | each | 20 | 20 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 156 | 156 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 312 | 312 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 468 | 419 | 48 | 1 | 0 |
Bearings |
Elastomeric Bearing | each | 130 | 130 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 576 | 570 | 0 | 6 | 0 |