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THEDORE WIRTH PKWY over I 394, I 394R; FRONT RD

Map

Coordinates:
+44.97011, -93.32175
44°58'12" N, 93°19'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:THEDORE WIRTH PKWY over I 394, I 394R; FRONT RD
Structure number:27756
Location:0.8 MI E OF JCT TH 100
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:114.5 ft. [34.9 m]
Total length:271.0 ft. [82.6 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1986
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,100 [as of 1995]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.1 tons [63.7 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:88.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201688.8FairSatisfactorySatisfactoryGoodFO11100
July 201488.8FairSatisfactorySatisfactoryGoodFO11100
May 201388.8FairSatisfactorySatisfactoryGoodFO11100
May 201187.8GoodGoodGoodGoodFO11100
November 200987.8GoodGoodGoodGoodFO11100
November 200787.8GoodGoodGoodGoodFO11100
June 200687.8GoodGoodGoodGoodFO11100
October 200491.9GoodGoodGoodGood-11100
September 200387.8GoodGoodGoodGoodFO11100
October 200287.8FairSatisfactorySatisfactoryGoodFO11100
August 200187.8FairSatisfactorySatisfactoryGoodFO11100
November 200098.0GoodGoodGoodGood-11100
October 19990.0GoodGoodGoodGood-67500
October 199898.0GoodGoodGoodGood-11100
June 199797.5GoodGoodGoodGood-11100
July 199697.5GoodGoodGoodGood-11100
January 199697.3GoodGoodGoodGood-9500
July 199497.3GoodGoodGoodGood-9500
October 199397.3GoodGoodGoodGood-9500
January 199397.7GoodGoodGoodVery Good-4000
October 199097.7GoodGoodExcellentExcellent-4000