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LRD W ST PAUL AVE- over IH 94-E-W FREEWAY

Map 

Coordinates:
+43.03478, -87.94679
43°02'05" N, 87°56'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W ST PAUL AVE- over IH 94-E-W FREEWAY
Structure number:B40005700000000
Location:AT JCT IH 94-STH 57
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:99.4 ft. [30.3 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:55°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2006
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:15,400 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:91.6 tons [83.3 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,509,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201574.0Functionally obsoleteGoodGoodSatisfactory15400
June 201374.0Not deficientGoodGoodGood15400
July 201172.0Not deficientVery GoodVery GoodGood15400
July 200974.8Not deficientVery GoodVery GoodSatisfactory11600
July 200774.8Not deficientExcellentExcellentSatisfactory11600
July 200539.9Structurally deficientPoorPoorFair19000
July 200343.5Structurally deficientPoorPoorSatisfactory15800
November 200166.1Structurally deficientPoorFairSatisfactory2700
July 200066.1Structurally deficientPoorFairSatisfactory2700
September 199965.5Structurally deficientPoorFairSatisfactory5400
March 199876.8Structurally deficientPoorSatisfactorySatisfactory5400
July 199665.5Structurally deficientPoorSatisfactoryFair5400
February 199669.6Structurally deficientPoorSatisfactoryFair5400
September 199469.6Structurally deficientPoorSatisfactoryFair5400
November 199380.7Structurally deficientPoorSatisfactorySatisfactory5400
November 199232.6Structurally deficientCriticalSeriousSatisfactory5400
December 199132.6Structurally deficientCriticalSeriousSatisfactory5400