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MINNEHAHA PARKWAY over MINNEHAHA CREEK

Map 

Coordinates:
+44.90794, -93.28544
44°54'29" N, 93°17'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MINNEHAHA PARKWAY over MINNEHAHA CREEK
Structure number:L5730
Location:0.2 MI E OF LYNDALE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Skew angle:10°
Owner:Local Park, Forest, or Reservation Agency [12]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Posted for load [P]
Average daily traffic:658 [as of 2013]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:19.0 tons [17.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$106,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201565.1Functionally obsoleteSatisfactorySatisfactorySatisfactory658
July 201465.1Functionally obsoleteSatisfactorySatisfactorySatisfactory658
August 201365.1Functionally obsoleteSatisfactorySatisfactorySatisfactory658
September 201285.1Functionally obsoleteSatisfactorySatisfactorySatisfactory1169
August 201185.1Functionally obsoleteSatisfactorySatisfactorySatisfactory1169
September 201083.1Functionally obsoleteSatisfactorySatisfactorySatisfactory1169
August 200980.1Functionally obsoleteSatisfactorySatisfactorySatisfactory1169
September 200880.1Functionally obsoleteSatisfactorySatisfactorySatisfactory1169
July 200782.2Functionally obsoleteSatisfactorySatisfactorySatisfactory8700
August 200682.2Functionally obsoleteSatisfactorySatisfactorySatisfactory8900
July 200582.2Functionally obsoleteSatisfactorySatisfactorySatisfactory8900
July 200482.2Functionally obsoleteSatisfactorySatisfactorySatisfactory8900
September 200382.2Functionally obsoleteSatisfactorySatisfactorySatisfactory8900
September 200283.1Functionally obsoleteSatisfactorySatisfactorySatisfactory1000
September 200184.1Functionally obsoleteSatisfactorySatisfactorySatisfactory1000
August 200080.9Functionally obsoleteSatisfactorySatisfactorySatisfactory1000
200080.9Functionally obsoleteSatisfactorySatisfactorySatisfactory1000
September 199880.9Functionally obsoleteSatisfactorySatisfactorySatisfactory1000
August 199774.2Functionally obsoleteSatisfactorySatisfactorySatisfactory1000
October 199674.2Functionally obsoleteSatisfactorySatisfactorySatisfactory1000
August 199581.4Functionally obsoleteSatisfactorySatisfactorySatisfactory1000
September 199481.4Functionally obsoleteSatisfactorySatisfactorySatisfactory1000
October 199381.4Functionally obsoleteSatisfactorySatisfactorySatisfactory1000
September 199270.4Functionally obsoleteSatisfactoryFairSatisfactory1000