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US 63 over MISS RIVER; CP RAIL

Map 

Coordinates:
+44.57008, -92.53374
44°34'12" N, 92°32'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 63 over MISS RIVER; CP RAIL
Structure number:9040
Location:AT WIS STATE LINE
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:432.1 ft. [131.7 m]
Total length:1631.0 ft. [497.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance above deck:19.7 ft. [6.0 m]
Vertical clearance below bridge:64.0 ft. [19.5 m]
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,400 [as of 2008]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:23.3 tons [21.2 metric tons]
Sufficiency rating:43.8
Estimated cost of work:$999,999,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201643.8FairFairSatisfactoryFair-11400
June 201543.8FairFairSatisfactoryFair-11400
June 201443.8FairFairSatisfactoryFair-11400
June 201343.8FairFairSatisfactoryFair-11400
June 201243.8FairFairSatisfactoryFair-11400
June 201143.8FairFairSatisfactoryFair-11400
May 201043.8FairFairSatisfactoryFair-11400
April 200943.8FairFairSatisfactoryFair-11400
May 200843.8FairFairSatisfactoryFair-11500
June 200744.8FairSatisfactorySatisfactoryFair-11500
April 200644.8FairSatisfactorySatisfactoryFair-11500
April 200544.8FairSatisfactorySatisfactoryFair-11500
April 200444.8FairSatisfactorySatisfactoryFair-11700
April 200344.8FairSatisfactorySatisfactoryFair-11700
September 200244.8FairSatisfactorySatisfactoryFair-10400
August 200044.6FairSatisfactorySatisfactoryFair-10400
October 199944.6FairSatisfactorySatisfactoryFair-10400
October 199844.6FairSatisfactorySatisfactoryFair-10200
April 199744.0FairSatisfactorySatisfactoryFair-10200
August 199644.0FairSatisfactoryGoodFair-9600
April 199544.0FairSatisfactoryGoodFair-9600
September 199444.0FairSatisfactoryGoodFair-9600
April 199344.0FairGoodGoodFair-9600
April 199244.0FairGoodGoodFair-8600
June 199144.0FairGoodGoodFair-8600