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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: August 2016

Good/Fair/Poor Condition:Fair
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:Better than present minimum criteria [7]
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]
Sufficiency rating:66.1
Estimated cost of work:$106,000,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201666.1FairSatisfactorySatisfactorySatisfactoryFO658
July 201565.1FairSatisfactorySatisfactorySatisfactoryFO658
July 201465.1FairSatisfactorySatisfactorySatisfactoryFO658
August 201365.1FairSatisfactorySatisfactorySatisfactoryFO658
September 201285.1FairSatisfactorySatisfactorySatisfactoryFO1169
August 201185.1FairSatisfactorySatisfactorySatisfactoryFO1169
September 201083.1FairSatisfactorySatisfactorySatisfactoryFO1169
August 200980.1FairSatisfactorySatisfactorySatisfactoryFO1169
September 200880.1FairSatisfactorySatisfactorySatisfactoryFO1169
July 200782.2FairSatisfactorySatisfactorySatisfactoryFO8700
August 200682.2FairSatisfactorySatisfactorySatisfactoryFO8900
July 200582.2FairSatisfactorySatisfactorySatisfactoryFO8900
July 200482.2FairSatisfactorySatisfactorySatisfactoryFO8900
September 200382.2FairSatisfactorySatisfactorySatisfactoryFO8900
September 200283.1FairSatisfactorySatisfactorySatisfactoryFO1000
September 200184.1FairSatisfactorySatisfactorySatisfactoryFO1000
August 200080.9FairSatisfactorySatisfactorySatisfactoryFO1000
September 199980.9FairSatisfactorySatisfactorySatisfactoryFO1000
September 199880.9FairSatisfactorySatisfactorySatisfactoryFO1000
August 199774.2FairSatisfactorySatisfactorySatisfactoryFO1000
October 199674.2FairSatisfactorySatisfactorySatisfactoryFO1000
August 199581.4FairSatisfactorySatisfactorySatisfactoryFO1000
September 199481.4FairSatisfactorySatisfactorySatisfactoryFO1000
October 199381.4FairSatisfactorySatisfactorySatisfactoryFO1000
September 199270.4FairSatisfactoryFairSatisfactoryFO1000