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IH 94 WB-E-W FREEW over LRD MITCHELL BLVD

Map 

Coordinates:
+43.03121, -87.97871
43°01'52" N, 87°58'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 94 WB-E-W FREEW over LRD MITCHELL BLVD
Structure number:B40004700000000
Location:0.5M W JCT USH 41 TO N
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:56.4 ft. [17.2 m]
Total length:135.5 ft. [41.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:53.8 ft. [16.4 m]
Vertical clearance below bridge:12.8 ft. [3.9 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:74,900 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.5 tons [52.3 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$853,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201579.3Functionally obsoleteFairFairSatisfactory74900
May 201380.3Functionally obsoleteGoodFairSatisfactory74900
June 201178.1Functionally obsoleteSatisfactoryFairSatisfactory74900
July 201076.1Functionally obsoleteSatisfactoryFairSatisfactory69750
July 200876.1Functionally obsoleteSatisfactoryFairSatisfactory69750
July 200676.1Functionally obsoleteSatisfactoryFairSatisfactory69750
July 200457.1Structurally deficientPoorPoorSatisfactory69750
July 200257.1Structurally deficientPoorPoorSatisfactory69750
November 200157.1Structurally deficientPoorPoorSatisfactory75690
June 200057.1Structurally deficientPoorPoorSatisfactory75690
August 199957.1Structurally deficientPoorPoorSatisfactory136210
March 199860.1Structurally deficientSatisfactoryPoorSatisfactory136210
August 199637.5Structurally deficientSeriousSeriousFair136210
February 199640.5Structurally deficientSeriousSeriousFair136210
November 199440.5Structurally deficientSeriousSeriousFair136210
November 199340.5Structurally deficientSeriousSeriousSatisfactory57730
November 199233.0Structurally deficientCriticalCriticalSatisfactory57730
December 199133.0Structurally deficientCriticalCriticalSatisfactory57730