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LRD CEMETERY ACCES over IH 94-E-W FREEWAY

Map 

Coordinates:
+43.03051, -87.98054
43°01'50" N, 87°58'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD CEMETERY ACCES over IH 94-E-W FREEWAY
Structure number:B40004800000000
Location:0.6 M S JCT USH 18
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:168.6 ft. [51.4 m]
Total length:264.4 ft. [80.6 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Posted for load [P]
Average daily traffic:400 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:17.9 tons [16.3 metric tons]
Inventory rating:8.9 tons [8.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:34.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,358,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201534.0Structurally deficientGoodGoodGood400
June 201434.0Structurally deficientGoodGoodGood400
June 201234.0Structurally deficientGoodGoodGood400
July 201027.7Structurally deficientGoodFairSatisfactory400
July 200827.7Structurally deficientGoodFairSatisfactory400
July 200627.7Not deficientGoodFairSatisfactory400
July 200427.7Not deficientSatisfactoryFairSatisfactory400
July 200227.7Not deficientGoodFairSatisfactory400
January 200126.6Not deficientVery GoodFairSatisfactory400
June 200014.6Not deficientSeriousSeriousSatisfactory400
August 199914.6Structurally deficientSeriousSeriousSatisfactory400
March 199814.6Structurally deficientSeriousSeriousSatisfactory400
August 199614.6Structurally deficientSeriousSeriousSatisfactory400
February 199614.4Structurally deficientSeriousSeriousSatisfactory400
November 199414.4Structurally deficientSeriousSeriousSatisfactory400
November 199314.4Structurally deficientSeriousSeriousSatisfactory400
November 199214.4Structurally deficientCriticalPoorSatisfactory400
December 199114.4Structurally deficientCriticalPoorSatisfactory400