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COLUMBUS DRIVE over APEX DRAIN

Map 

Coordinates:
+27.96611, -82.41083
27°57'58" N, 82°24'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COLUMBUS DRIVE over APEX DRAIN
Structure number:105905
Location:4201 E. COLUMBUS DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.2 ft. [3.4 m]
Total length:31.5 ft. [9.6 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:7,000 [as of 2016]
Truck traffic:5% of total traffic
Structural 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:Superior to present desirable criteria [9]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:34.9 tons [31.7 metric tons]
Inventory rating:20.9 tons [19.0 metric tons]
Sufficiency rating:78.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201678.2Not deficient---7000
January 201478.2Not deficient---7000
January 201258.9Functionally obsolete---7000
January 201058.9Functionally obsolete---7000
January 200858.9Functionally obsolete---7000
January 200658.9Functionally obsolete---7000
January 200458.9Functionally obsolete---7000
February 200358.9Functionally obsolete---7000
February 200158.9Functionally obsolete---7000
February 199957.9Functionally obsolete---7000
February 199778.8Not deficient---7000
February 199578.9Not deficient---7000
February 199378.9Not deficient---7000
February 199178.9Not deficient---7000