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IH RAMP, IH 794 EB over LRD S LINCOLN MEMORIAL D

Map 

Coordinates:
+43.00616, -87.89185
43°00'22" N, 87°53'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH RAMP, IH 794 EB over LRD S LINCOLN MEMORIAL D
Structure number:B4004000S210000
Location:3.2M E JCT IH 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:129.9 ft. [39.6 m]
Total length:384.9 ft. [117.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Owner:State Highway Agency [01]
Year built:1977
Year reconstructed:2014
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:5,120 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Excellent [9 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.4 tons [76.7 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:91.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,268,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201491.7Not deficientExcellentGoodGood5120
June 201390.8Not deficientFairSatisfactoryGood4680
June 201175.7Functionally obsoleteFairSatisfactoryGood40100
June 200986.6Functionally obsoleteFairSatisfactoryGood4500
June 200786.6Functionally obsoleteFairSatisfactoryGood4500
June 200586.9Functionally obsoleteFairSatisfactoryGood3500
June 200386.9Functionally obsoleteFairSatisfactoryGood3500
October 200270.1Functionally obsoleteFairFairGood19230
October 200170.1Functionally obsoleteFairFairGood13250
October 200070.1Functionally obsoleteFairFairGood13250
August 199972.1Functionally obsoleteSatisfactoryFairGood16280
October 199872.1Functionally obsoleteSatisfactoryFairGood16280
August 199672.1Functionally obsoleteSatisfactoryFairGood16280
February 199676.1Functionally obsoleteSatisfactoryFairGood16280
December 199576.1Functionally obsoleteSatisfactoryFairVery Good16280
February 199478.9Functionally obsoleteSatisfactoryFairVery Good8570
January 199290.3Functionally obsoleteSatisfactoryVery GoodVery Good8570