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LOCAL ROAD over FLORIDA AVE CANAL

Map 

Coordinates:
+29.98403, -90.03657
29°59'03" N, 90°02'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over FLORIDA AVE CANAL
Structure number:023629590900221
Location:0.0 MI.N OF FLORIDA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:308.1 ft. [93.9 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Structural 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:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:76.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201576.9Not deficient----
January 201376.9Not deficient----
February 201176.9Not deficient----
March 200976.9Not deficient----
January 200776.9Not deficient----
June 200576.9Not deficient----
November 200376.9Not deficient----
February 200260.9Structurally deficient----
October 199960.9Structurally deficient----
August 199760.9Structurally deficient----
June 199586.9Not deficient----
June 199386.9Not deficient----
June 199158.9Structurally deficient----