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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 2015 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201565.9Functionally obsoleteFairFairFair8190
July 201465.9Functionally obsoleteFairFairFair8190
July 201365.0Functionally obsoleteFairFairFair13862
August 201268.0Functionally obsoleteSatisfactoryFairFair13862
July 201168.0Functionally obsoleteSatisfactoryFairFair13862
August 201079.3Functionally obsoleteSatisfactorySatisfactorySatisfactory13862
August 200977.3Functionally obsoleteSatisfactorySatisfactorySatisfactory13862
July 200877.3Functionally obsoleteSatisfactorySatisfactorySatisfactory13862
June 200779.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8800
October 200679.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8800
July 200579.8Functionally obsoleteSatisfactorySatisfactorySatisfactory10200
July 200479.8Functionally obsoleteSatisfactorySatisfactorySatisfactory10200
September 200379.7Functionally obsoleteSatisfactorySatisfactorySatisfactory10800
September 200279.5Functionally obsoleteSatisfactorySatisfactorySatisfactory12200
September 200179.5Functionally obsoleteSatisfactorySatisfactorySatisfactory12200
August 200078.5Functionally obsoleteSatisfactorySatisfactorySatisfactory12200
20000.0Not applicableSatisfactorySatisfactorySatisfactory3225
July 199878.7Functionally obsoleteSatisfactorySatisfactorySatisfactory10700
July 199778.5Functionally obsoleteSatisfactorySatisfactorySatisfactory8770
September 199678.5Functionally obsoleteSatisfactoryGoodSatisfactory8770
August 199580.2Not deficientSatisfactoryGoodSatisfactory8770
September 199480.2Not deficientSatisfactoryGoodSatisfactory8770
November 199380.2Not deficientGoodGoodGood8900
October 199280.2Not deficientGoodVery GoodVery Good8250
September 199280.2Not deficientGoodVery GoodVery Good8250