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NICOLLET AVE S over MINNEHAHA PKWY; CREEK

Map 

Coordinates:
+44.90775, -93.27803
44°54'28" N, 93°16'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NICOLLET AVE S over MINNEHAHA PKWY; CREEK
Structure number:90591
Location:1.7 MI N OF JCT CSAH 53
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:93.5 ft. [28.5 m]
Total length:818.0 ft. [249.3 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1923
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:9
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:8,190 [as of 2011]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:65.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201665.9FairFairFairFairFO8190
July 201565.9FairFairFairFairFO8190
July 201465.9FairFairFairFairFO8190
July 201365.0FairFairFairFairFO13862
August 201268.0FairSatisfactoryFairFairFO13862
July 201168.0FairSatisfactoryFairFairFO13862
August 201079.3FairSatisfactorySatisfactorySatisfactoryFO13862
August 200977.3FairSatisfactorySatisfactorySatisfactoryFO13862
July 200877.3FairSatisfactorySatisfactorySatisfactoryFO13862
June 200779.9FairSatisfactorySatisfactorySatisfactoryFO8800
October 200679.9FairSatisfactorySatisfactorySatisfactoryFO8800
July 200579.8FairSatisfactorySatisfactorySatisfactoryFO10200
July 200479.8FairSatisfactorySatisfactorySatisfactoryFO10200
September 200379.7FairSatisfactorySatisfactorySatisfactoryFO10800
September 200279.5FairSatisfactorySatisfactorySatisfactoryFO12200
September 200179.5FairSatisfactorySatisfactorySatisfactoryFO12200
August 200078.5FairSatisfactorySatisfactorySatisfactoryFO12200
August 19990.0FairSatisfactorySatisfactorySatisfactory-3225
July 199878.7FairSatisfactorySatisfactorySatisfactoryFO10700
July 199778.5FairSatisfactorySatisfactorySatisfactoryFO8770
September 199678.5FairSatisfactoryGoodSatisfactoryFO8770
August 199580.2FairSatisfactoryGoodSatisfactory-8770
September 199480.2FairSatisfactoryGoodSatisfactory-8770
November 199380.2GoodGoodGoodGood-8900
October 199280.2GoodGoodVery GoodVery Good-8250
September 199280.2GoodGoodVery GoodVery Good-8250