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EL DORADO BLVD. over HORSESHOE CANAL
Map
Coordinates:
+26.68044, -82.02303
26°40'50" N, 82°01'23" W
+26.68044, -82.02303
26°40'50" N, 82°01'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | EL DORADO BLVD. over HORSESHOE CANAL |
| Structure number: | 125714 |
| Location: | 0.1MI N of DIPLOMAT PKWY |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 52.2 ft. [15.9 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] |
| 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: December 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,400 [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: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 82.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Good | Good | Good | Good | 2400 | 82.4 |
| December 2015 | Good | Good | Good | Good | 2400 | 82.4 |
| December 2013 | Good | Good | Good | Good | 2400 | 82.4 |
| December 2011 | Good | Good | Good | Good | 2400 | 84.1 |
| December 2009 | Good | Good | Good | Good | 2400 | 84.1 |
| December 2007 | Fair | Good | Good | Satisfactory | 2400 | 84.1 |
| December 2005 | Fair | Good | Good | Satisfactory | 500 | 95.9 |
| December 2003 | Fair | Good | Good | Satisfactory | 200 | 96.0 |
| December 2001 | Fair | Good | Good | Satisfactory | 200 | 96.0 |
| December 1999 | Fair | Good | Good | Satisfactory | 200 | 91.9 |
| December 1997 | Fair | Good | Good | Satisfactory | 200 | 91.9 |
| December 1995 | Fair | Good | Good | Fair | 200 | 80.9 |
| December 1993 | Poor | Good | Good | Poor | 200 | 59.8 |
| October 1992 | Fair | Fair | Fair | Satisfactory | 200 | 74.8 |
| October 1991 | Fair | Fair | Fair | Satisfactory | 100 | 74.9 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1079942
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1079942