NW 28TH AVE. over TYRE CANAL
Map
Coordinates:
+26.68699, -82.0309426°41'13" N, 82°01'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NW 28TH AVE. over TYRE CANAL |
Structure number: | 125726 |
Location: | 0.2MI S OF VAN BUREN PKWY |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 51.5 ft. [15.7 m] |
Deck width edge-to-edge: | 62.3 ft. [19.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Other [9] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 530 [as of 2017] |
Truck traffic: | 1% 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 88.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 530 | 88.1 |
December 2015 | Good | Good | Good | Good | 530 | 88.1 |
December 2013 | Good | Good | Good | Good | 530 | 88.1 |
December 2011 | Good | Good | Good | Good | 530 | 88.1 |
December 2009 | Good | Good | Good | Good | 530 | 88.1 |
December 2007 | Good | Good | Good | Good | 530 | 88.1 |
December 2005 | Good | Good | Good | Good | 530 | 74.2 |
December 2003 | Good | Good | Good | Good | 530 | 74.2 |
December 2001 | Good | Good | Good | Good | 530 | 81.1 |
December 1999 | Good | Good | Good | Good | 530 | 75.8 |
December 1997 | Good | Good | Good | Good | 530 | 75.8 |
December 1995 | Good | Good | Good | Good | 500 | 81.7 |
December 1993 | Good | Good | Good | Good | 500 | 91.9 |
October 1992 | Fair | Fair | Fair | Good | 500 | 79.9 |
October 1991 | Fair | Fair | Fair | Good | 100 | 79.9 |