+44.91055, -93.30105
44°54'38" N, 93°18'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:27A14
Location:0.1 MI S OF W 50TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:39.4 ft. [12.0 m]
Total length:42.7 ft. [13.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:57.4 ft. [17.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:1,013 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
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: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 determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:53.2 tons [48.4 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:96.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201596.9Not deficientGoodGoodGood1013
July 201498.9Not deficientGoodGoodGood1013
July 201398.9Not deficientGoodGoodGood1013
August 201299.9Not deficientGoodGoodGood771
July 201199.9Not deficientGoodVery GoodVery Good771
August 201099.9Not deficientGoodVery GoodVery Good771
June 200996.9Not deficientGoodVery GoodVery Good771
August 200896.9Not deficientGoodVery GoodVery Good771
June 200799.9Not deficientGoodVery GoodVery Good741
July 200699.9Not deficientVery GoodVery GoodVery Good940
July 200599.9Not deficientVery GoodVery GoodVery Good940
July 200499.9Not deficientVery GoodVery GoodVery Good940
September 200399.9Not deficientVery GoodVery GoodVery Good940
September 2002100.0Not deficientExcellentExcellentExcellent500
September 2001100.0Not deficientExcellentExcellentExcellent500
August 200099.0Not deficientExcellentExcellentExcellent500
200099.0Not deficientExcellentExcellentExcellent500
July 199899.0Not deficientExcellentExcellentExcellent500
July 199798.0Not deficientExcellentExcellentExcellent500
September 199698.0Not deficientExcellentExcellentExcellent500
August 199598.0Not deficientExcellentExcellentExcellent500
August 199498.0Not deficientExcellentExcellentExcellent500
September 199398.0Not deficientExcellentExcellentExcellent500