SR 112 WB over NW 32nd Avenue
Map
Coordinates:
+25.81225, -80.2484925°48'44" N, 80°14'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 112 WB over NW 32nd Avenue |
Structure number: | 870123 |
Location: | 0.5 mile W of NW 27th 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: | 63.0 ft. [19.2 m] |
Total length: | 143.1 ft. [43.6 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 6° |
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] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 53,500 [as of 2018] |
Truck traffic: | 5% 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: | Basically intolerable requiring high priority of replacement [2] |
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: | 73.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 53500 | 73.6 |
September 2016 | Good | Good | Good | Good | 50750 | 73.7 |
September 2014 | Good | Good | Good | Good | 52750 | 73.6 |
May 2013 | Good | Good | Good | Good | 50250 | 73.8 |
August 2011 | Good | Good | Good | Good | 49250 | 73.8 |
August 2009 | Good | Good | Good | Good | 49000 | 67.6 |
December 2007 | Good | Good | Good | Good | 50000 | 68.5 |
December 2005 | Good | Good | Good | Good | 44750 | 68.8 |
October 2003 | Good | Good | Good | Good | 48000 | 69.6 |
November 2001 | Good | Good | Good | Good | 45750 | 67.8 |
November 1999 | Good | Good | Good | Good | 52000 | 66.3 |
July 1997 | Good | Good | Good | Good | 52000 | 67.3 |
February 1995 | Good | Good | Good | Good | 52000 | 68.7 |
January 1993 | Good | Good | Good | Good | 20811 | 71.9 |
July 1991 | Good | Good | Good | Good | 19270 | 72.0 |
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. | 1,287 | 1,287 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,564 | 5,438 | 1,126 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 5 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 92 | 92 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 92 | 92 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 191 | 188 | 0 | 3 | 0 |
Bearings |
Elastomeric Bearing | each | 42 | 40 | 0 | 2 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 572 | 572 | 0 | 0 | 0 |