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I 220 over KCS RR & CLINTON BLVD

Map 

Coordinates:
+32.32608, -90.24559
32°19'34" N, 90°14'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 220 over KCS RR & CLINTON BLVD
Structure number:11002200250026C
Location:2.6 MI N I 20
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:165.0 ft. [50.3 m]
Total length:1018.1 ft. [310.3 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:11
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:27,000 [as of 2012]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:70.3 tons [63.9 metric tons]
Inventory rating:42.6 tons [38.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$780,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201480.4Functionally obsoleteFairFairVery Good27000
September 201280.4Functionally obsoleteFairFairVery Good28000
August 201080.4Functionally obsoleteFairFairVery Good28500
July 200890.5Functionally obsoleteGoodVery GoodVery Good31000
October 200692.5Functionally obsoleteGoodVery GoodVery Good30500
September 200473.1Functionally obsoleteVery GoodVery GoodVery Good29500
August 200275.4Functionally obsoleteVery GoodVery GoodVery Good25000
September 200074.8Functionally obsoleteVery GoodVery GoodVery Good18000
August 199878.9Not deficientVery GoodVery GoodVery Good18000
October 199678.9Not deficientVery GoodVery GoodVery Good18000
January 199579.3Not deficientVery GoodVery GoodVery Good18000
March 199179.4Not deficientVery GoodVery GoodVery Good17380