SW 23RD AVE. over LWDD E-4 CANAL
Map
Coordinates:
+26.50750, -80.0787326°30'27" N, 80°04'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SW 23RD AVE. over LWDD E-4 CANAL |
Structure number: | 930302 |
Location: | 0.25 MI. W OF I-95 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 138.8 ft. [42.3 m] |
Roadway width between curbs: | 44.3 ft. [13.5 m] |
Deck width edge-to-edge: | 56.4 ft. [17.2 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Year built: | 1975 |
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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,000 [as of 2018] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Good | Good | Satisfactory | 13000 | 80.8 |
April 2016 | Fair | Good | Good | Satisfactory | 13000 | 80.8 |
April 2014 | Fair | Good | Good | Satisfactory | 14883 | 80.4 |
April 2012 | Fair | Good | Good | Satisfactory | 14883 | 80.4 |
April 2010 | Fair | Good | Good | Satisfactory | 14883 | 80.4 |
April 2008 | Good | Good | Good | Good | 14883 | 80.4 |
April 2006 | Good | Good | Good | Good | 14883 | 80.4 |
March 2004 | Good | Good | Good | Good | 14883 | 80.4 |
April 2002 | Good | Good | Good | Good | 14883 | 80.4 |
April 2000 | Good | Good | Good | Good | 9180 | 81.4 |
April 1998 | Good | Good | Good | Good | 9180 | 78.3 |
April 1996 | Good | Good | Good | Good | 9180 | 77.3 |
February 1994 | Good | Good | Good | Good | 9180 | 79.2 |
February 1992 | Fair | Satisfactory | Good | Good | 9000 | 79.3 |
March 1990 | Good | Good | Very Good | Good | 9000 | 79.3 |