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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 2012 

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 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]
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
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$19,700,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201243.8Not deficientFairSatisfactoryFair11400
June 201143.8Not deficientFairSatisfactoryFair11400
May 201043.8Not deficientFairSatisfactoryFair11400
April 200943.8Not deficientFairSatisfactoryFair11400
May 200843.8Not deficientFairSatisfactoryFair11500
June 200744.8Not deficientSatisfactorySatisfactoryFair11500
April 200644.8Not deficientSatisfactorySatisfactoryFair11500
April 200544.8Not deficientSatisfactorySatisfactoryFair11500
April 200444.8Not deficientSatisfactorySatisfactoryFair11700
April 200344.8Not deficientSatisfactorySatisfactoryFair11700
September 200244.8Not deficientSatisfactorySatisfactoryFair10400
August 200044.6Not deficientSatisfactorySatisfactoryFair10400
October 199944.6Not deficientSatisfactorySatisfactoryFair10400
October 199844.6Not deficientSatisfactorySatisfactoryFair10200
April 199744.0Not deficientSatisfactorySatisfactoryFair10200
August 199644.0Not deficientSatisfactoryGoodFair9600
April 199544.0Not deficientSatisfactoryGoodFair9600
September 199444.0Not deficientSatisfactoryGoodFair9600
April 199344.0Not deficientGoodGoodFair9600
April 199244.0Not deficientGoodGoodFair8600
June 199144.0Not deficientGoodGoodFair8600