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43RD STREET over APEX DRAIN

Map 

Coordinates:
+27.96833, -82.41000
27°58'06" N, 82°24'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:43RD STREET over APEX DRAIN
Structure number:105906
Location:AT COLUMBUS DRIVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:10.8 ft. [3.3 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
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: February 2015 

Status:Posted for other load-capacity restriction [R]
Average daily traffic:101 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.0 tons [54.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:90.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201590.1Not deficient---101
February 201390.1Not deficient---101
February 201171.8Functionally obsolete---101
February 200971.8Functionally obsolete---101
February 200791.1Not deficient---101
February 200587.0Not deficient---101
February 200387.0Not deficient---101
February 200187.0Not deficient---101
February 199992.5Not deficient---50
February 199792.5Not deficient---50
February 199588.6Functionally obsolete---50
February 199392.6Not deficient---50
February 199259.7Not deficient---50