IH RAMP, STH 175 S over LRD 44TH ST


+43.03325, -87.96844
43°01'60" N, 87°58'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:IH RAMP, STH 175 S over LRD 44TH ST
Structure number:B40004900030000
Location:0.44 MI S JCT USH 18
Purpose:Carries highway overpass (third level) over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:106.0 ft. [32.3 m]
Total length:317.9 ft. [96.9 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1998
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:4
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,400 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:90.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,888,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201690.0FairVery GoodSatisfactorySatisfactory-12400
June 201489.0FairVery GoodSatisfactorySatisfactory-12400
June 201287.0FairVery GoodSatisfactorySatisfactory-12100
June 201087.0FairVery GoodSatisfactorySatisfactory-12100
June 200887.0FairVery GoodSatisfactorySatisfactory-12400
April 200687.0FairVery GoodSatisfactorySatisfactory-11900
April 200487.0FairVery GoodSatisfactorySatisfactory-11900
May 200287.0FairVery GoodSatisfactorySatisfactory-11900
July 200088.4FairVery GoodSatisfactoryGood-11900
October 199984.0FairVery GoodSatisfactoryGood-15430
August 199888.1FairExcellentSatisfactoryGood-15430
August 199637.8PoorFairSeriousSatisfactorySD15430
February 199641.4PoorFairSeriousSatisfactorySD15430
December 199441.4PoorFairSeriousSatisfactorySD15430
March 199441.4PoorFairSeriousSatisfactorySD15430
July 199284.2FairFairSatisfactorySatisfactory-15430
December 199184.2FairFairSatisfactorySatisfactory-15430