CITY STREET over CITRUS CANAL
Map
Coordinates:
+30.02945, -89.9805630°01'46" N, 89°58'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | CITY STREET over CITRUS CANAL |
Structure number: | 023630018895871 |
Location: | 0.1MI.E OF BUNDY ROA |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 79.1 ft. [24.1 m] |
Roadway width between curbs: | 32.5 ft. [9.9 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Skew angle: | 16° |
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: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 1970] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Operating rating: | 40.9 tons [37.2 metric tons] |
Inventory rating: | 25.0 tons [22.7 metric tons] |
Sufficiency rating: | 61.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $330,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2017 | 61.0 | Poor | Satisfactory | Satisfactory | Poor | SD | 1000 |
February 2015 | 60.7 | Poor | Satisfactory | Satisfactory | Poor | SD | 1000 |
February 2013 | 60.7 | Poor | Satisfactory | Satisfactory | Poor | SD | 1000 |
March 2011 | 60.7 | Poor | Satisfactory | Satisfactory | Poor | SD | 1000 |
April 2009 | 87.8 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 1000 |
March 2007 | 87.8 | Fair | Satisfactory | Good | Satisfactory | - | 1000 |
June 2005 | 87.8 | Fair | Satisfactory | Good | Satisfactory | - | 1000 |
May 2003 | 87.8 | Fair | Satisfactory | Good | Satisfactory | - | 1000 |
December 2001 | 87.8 | Fair | Satisfactory | Good | Satisfactory | - | 1000 |
June 1999 | 59.7 | Poor | Fair | Good | Poor | SD | 1000 |
July 1997 | 59.7 | Poor | Fair | Good | Poor | SD | 1000 |
June 1995 | 58.7 | Poor | Fair | Good | Poor | SD | 1000 |
May 1993 | 74.8 | Fair | Fair | Good | Fair | - | 1000 |
June 1991 | 59.7 | Poor | Fair | Good | Poor | SD | 1000 |