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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 2014 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201488.8Functionally obsoleteSatisfactorySatisfactoryGood11100
May 201388.8Functionally obsoleteSatisfactorySatisfactoryGood11100
May 201187.8Functionally obsoleteGoodGoodGood11100
November 200987.8Functionally obsoleteGoodGoodGood11100
November 200787.8Functionally obsoleteGoodGoodGood11100
June 200687.8Functionally obsoleteGoodGoodGood11100
October 200491.9Not deficientGoodGoodGood11100
September 200387.8Functionally obsoleteGoodGoodGood11100
October 200287.8Functionally obsoleteSatisfactorySatisfactoryGood11100
August 200187.8Functionally obsoleteSatisfactorySatisfactoryGood11100
November 200098.0Not deficientGoodGoodGood11100
October 19990.0Not applicableGoodGoodGood67500
October 199898.0Not deficientGoodGoodGood11100
June 199797.5Not deficientGoodGoodGood11100
July 199697.5Not deficientGoodGoodGood11100
January 199697.3Not deficientGoodGoodGood9500
July 199497.3Not deficientGoodGoodGood9500
October 199397.3Not deficientGoodGoodGood9500
January 199397.7Not deficientGoodGoodVery Good4000
October 199097.7Not deficientGoodExcellentExcellent4000