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

Map 

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

Facts 

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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201576.4GoodVery GoodGoodGood-11700
May 201376.8FairSatisfactorySatisfactorySatisfactoryFO11700
June 201157.5FairSatisfactorySatisfactorySatisfactoryFO12744
June 200957.5FairSatisfactorySatisfactorySatisfactoryFO12744
June 200757.5FairSatisfactorySatisfactorySatisfactoryFO12744
June 200557.5FairSatisfactorySatisfactorySatisfactoryFO12744
July 200357.5FairSatisfactorySatisfactorySatisfactoryFO12744
October 200157.5FairSatisfactorySatisfactorySatisfactoryFO9900
August 200057.5FairSatisfactorySatisfactorySatisfactoryFO9900
November 199957.5FairSatisfactorySatisfactorySatisfactoryFO15900
February 199857.5FairSatisfactorySatisfactorySatisfactoryFO15900
August 199657.5FairSatisfactorySatisfactorySatisfactoryFO15900
January 199661.9FairSatisfactorySatisfactorySatisfactory-15900
December 199461.9FairSatisfactorySatisfactorySatisfactory-15900
October 199361.9FairSatisfactorySatisfactorySatisfactory-19870
February 199361.9FairSatisfactorySatisfactorySatisfactory-19870
March 199161.9FairSatisfactorySatisfactorySatisfactory-19870