STH 38-6TH ST over IH 43 NB/IH 94 WB


+43.00083, -87.91605
43°00'03" N, 87°54'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:STH 38-6TH ST over IH 43 NB/IH 94 WB
Structure number:B40018000000000
Location:0.95 MI N JCT OKLAHOMA AV
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:160.1 ft. [48.8 m]
Total length:329.1 ft. [100.3 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2015
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:11,700 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:55.7 tons [50.6 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:76.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,509,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201576.4Not deficientVery GoodGoodGood11700
May 201376.8Functionally obsoleteSatisfactorySatisfactorySatisfactory11700
June 201157.5Functionally obsoleteSatisfactorySatisfactorySatisfactory12744
June 200957.5Functionally obsoleteSatisfactorySatisfactorySatisfactory12744
June 200757.5Functionally obsoleteSatisfactorySatisfactorySatisfactory12744
June 200557.5Functionally obsoleteSatisfactorySatisfactorySatisfactory12744
July 200357.5Functionally obsoleteSatisfactorySatisfactorySatisfactory12744
October 200157.5Functionally obsoleteSatisfactorySatisfactorySatisfactory9900
August 200057.5Functionally obsoleteSatisfactorySatisfactorySatisfactory9900
November 199957.5Functionally obsoleteSatisfactorySatisfactorySatisfactory15900
February 199857.5Functionally obsoleteSatisfactorySatisfactorySatisfactory15900
August 199657.5Functionally obsoleteSatisfactorySatisfactorySatisfactory15900
January 199661.9Not deficientSatisfactorySatisfactorySatisfactory15900
December 199461.9Not deficientSatisfactorySatisfactorySatisfactory15900
October 199361.9Not deficientSatisfactorySatisfactorySatisfactory19870
February 199361.9Not deficientSatisfactorySatisfactorySatisfactory19870
March 199161.9Not deficientSatisfactorySatisfactorySatisfactory19870