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COLUMBUS DRIVE over APEX DRAIN

Map

Coordinates:
+27.96673, -82.41113
27°58'00" N, 82°24'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Good/Fair/Poor Condition:Fair
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]
Sufficiency rating:78.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2016Fair6 out of 10700078.2
January 2014Fair6 out of 10700078.2
January 2012Good7 out of 10700058.9
January 2010Good7 out of 10700058.9
January 2008Good7 out of 10700058.9
January 2006Good7 out of 10700058.9
January 2004Good7 out of 10700058.9
February 2003Good7 out of 10700058.9
February 2001Good7 out of 10700058.9
February 1999Good7 out of 10700057.9
February 1997Good7 out of 10700078.8
February 1995Fair6 out of 10700078.9
February 1993Fair6 out of 10700078.9
February 1991Fair6 out of 10700078.9