SR 112 EB over SR 9 (NW 27th Avenue)
Map
Coordinates:
+25.81222, -80.2403625°48'44" N, 80°14'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 112 EB over SR 9 (NW 27th Avenue) |
Structure number: | 870275 |
Location: | 0.5 mile W of NW 22nd Ave |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 105.0 ft. [32.0 m] |
Total length: | 233.0 ft. [71.0 m] |
Roadway width between curbs: | 49.5 ft. [15.1 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Toll Authority [31] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [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] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 54,250 [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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 74.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 54250 | 74.4 |
October 2016 | Good | Good | Good | Good | 56250 | 74.2 |
October 2014 | Good | Good | Very Good | Good | 54250 | 74.4 |
June 2013 | Good | Good | Very Good | Good | 53000 | 74.4 |
August 2011 | Good | Good | Very Good | Good | 39250 | 75.3 |
August 2009 | Good | Good | Very Good | Good | 43000 | 71.6 |
December 2007 | Good | Good | Very Good | Good | 38500 | 69.8 |
December 2005 | Good | Good | Very Good | Good | 34500 | 70.1 |
October 2003 | Good | Good | Good | Good | 43000 | 69.5 |
November 2001 | Good | Good | Good | Good | 42500 | 67.5 |
November 1999 | Good | Good | Good | Good | 49500 | 74.0 |
July 1997 | Good | Good | Good | Good | 49500 | 69.8 |
March 1995 | Good | Good | Good | Good | 49500 | 69.1 |
March 1993 | Good | Good | Good | Good | 39794 | 67.9 |
July 1991 | Good | Good | Good | Good | 39794 | 71.1 |
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. | 1,749 | 1,746 | 0 | 3 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,645 | 9,542 | 0 | 103 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 3 | 0 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 112 | 112 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 112 | 100 | 0 | 12 | 0 |
Joints |
Pourable Joint | linear ft. | 168 | 151 | 12 | 2 | 3 |
Assembly with Seal | each | 56 | 56 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 50 | 36 | 9 | 5 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 762 | 569 | 193 | 0 | 0 |