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JAMES AVE S over MINNEHAHA CREEK

Map

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

Facts

Name:JAMES AVE S over MINNEHAHA CREEK
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 2016

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201696.9GoodGoodGoodGood-1013
July 201596.9GoodGoodGoodGood-1013
July 201498.9GoodGoodGoodGood-1013
July 201398.9GoodGoodGoodGood-1013
August 201299.9GoodGoodGoodGood-771
July 201199.9GoodGoodVery GoodVery Good-771
August 201099.9GoodGoodVery GoodVery Good-771
June 200996.9GoodGoodVery GoodVery Good-771
August 200896.9GoodGoodVery GoodVery Good-771
June 200799.9GoodGoodVery GoodVery Good-741
July 200699.9GoodVery GoodVery GoodVery Good-940
July 200599.9GoodVery GoodVery GoodVery Good-940
July 200499.9GoodVery GoodVery GoodVery Good-940
September 200399.9GoodVery GoodVery GoodVery Good-940
September 2002100.0GoodExcellentExcellentExcellent-500
September 2001100.0GoodExcellentExcellentExcellent-500
August 200099.0GoodExcellentExcellentExcellent-500
August 199999.0GoodExcellentExcellentExcellent-500
July 199899.0GoodExcellentExcellentExcellent-500
July 199798.0GoodExcellentExcellentExcellent-500
September 199698.0GoodExcellentExcellentExcellent-500
August 199598.0GoodExcellentExcellentExcellent-500
August 199498.0GoodExcellentExcellentExcellent-500
September 199398.0GoodExcellentExcellentExcellent-500