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IH 94 EB-IH 43 SB over LRD OKLAHOMA AVE

Map 

Coordinates:
+42.98605, -87.91481
42°59'10" N, 87°54'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 94 EB-IH 43 SB over LRD OKLAHOMA AVE
Structure number:B40018300000000
Location:2.5M S JCT STH 59
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:149.9 ft. [45.7 m]
Total length:1428.5 ft. [435.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1967
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:16
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:48,940 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:52.1 tons [47.4 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,184,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201588.0Functionally obsoleteGoodGoodGood48940
June 201380.3Not deficientVery GoodFairSatisfactory56900
June 201184.0Not deficientFairFairSatisfactory56900
June 200996.0Not deficientSatisfactorySatisfactorySatisfactory57800
June 200796.0Not deficientSatisfactorySatisfactorySatisfactory57800
June 200596.0Not deficientSatisfactorySatisfactorySatisfactory63600
July 200396.0Not deficientSatisfactorySatisfactorySatisfactory63600
November 200196.0Not deficientSatisfactorySatisfactorySatisfactory66810
August 200096.0Not deficientSatisfactorySatisfactorySatisfactory66810
November 199996.0Not deficientSatisfactorySatisfactorySatisfactory116920
February 199885.0Not deficientSatisfactoryFairSatisfactory116920
July 199685.0Not deficientSatisfactoryFairGood116920
January 199685.0Not deficientSatisfactoryFairGood116920
December 199485.0Not deficientSatisfactoryFairGood116920
October 199385.0Not deficientSatisfactoryFairSatisfactory52170
February 199384.0Not deficientFairSatisfactoryFair52170
March 199184.0Not deficientFairSatisfactoryFair52170