Share:

CITY STREET over CITRUS CANAL

Map 

Coordinates:
+30.02945, -89.98056
30°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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201761.0PoorSatisfactorySatisfactoryPoorSD1000
February 201560.7PoorSatisfactorySatisfactoryPoorSD1000
February 201360.7PoorSatisfactorySatisfactoryPoorSD1000
March 201160.7PoorSatisfactorySatisfactoryPoorSD1000
April 200987.8FairSatisfactorySatisfactorySatisfactory-1000
March 200787.8FairSatisfactoryGoodSatisfactory-1000
June 200587.8FairSatisfactoryGoodSatisfactory-1000
May 200387.8FairSatisfactoryGoodSatisfactory-1000
December 200187.8FairSatisfactoryGoodSatisfactory-1000
June 199959.7PoorFairGoodPoorSD1000
July 199759.7PoorFairGoodPoorSD1000
June 199558.7PoorFairGoodPoorSD1000
May 199374.8FairFairGoodFair-1000
June 199159.7PoorFairGoodPoorSD1000