SW 18TH STREET WB over LWDD E-3 CANAL
Map
Coordinates:
+26.33201, -80.1288426°19'55" N, 80°07'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SW 18TH STREET WB over LWDD E-3 CANAL |
Structure number: | 934901 |
Location: | ADJ W SIDE MILITARY TRAIL |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 40.7 ft. [12.4 m] |
Deck width edge-to-edge: | 51.2 ft. [15.6 m] |
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: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 22,000 [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: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 22000 | 98.0 |
July 2016 | Good | Good | Good | Good | 22000 | 98.0 |
July 2014 | Good | Good | Good | Good | 11890 | 98.4 |
July 2012 | Good | Good | Good | Good | 11890 | 98.4 |
July 2010 | Good | Good | Good | Good | 11890 | 98.4 |
July 2008 | Good | Good | Good | Good | 5000 | 98.8 |
July 2006 | Good | Good | Good | Good | 5000 | 98.8 |
July 2004 | Good | Good | Good | Good | 5000 | 98.8 |
August 2002 | Good | Good | Good | Good | 5000 | 99.8 |
August 2000 | Good | Good | Good | Good | 5000 | 99.8 |
August 1998 | Good | Good | Good | Good | 5000 | 99.8 |
August 1996 | Good | Good | Good | Good | 5000 | 99.5 |
April 1994 | Good | Very Good | Very Good | Very Good | 1000 | 97.9 |
April 1992 | Good | Very Good | Very Good | Good | 1000 | 81.6 |
March 1990 | Good | Good | Good | Good | 1000 | 81.6 |