Share:

IH RAMP, CARFERRY over LRD E LINCOLN AVE

Map 

Coordinates:
+43.00405, -87.89203
43°00'15" N, 87°53'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH RAMP, CARFERRY over LRD E LINCOLN AVE
Structure number:B4004000S240000
Location:0.2 MI N JCT CARFERRY DR
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:126.6 ft. [38.6 m]
Total length:435.7 ft. [132.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1977
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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 2015 

Status:Open, no restriction [A]
Average daily traffic:6,280 [as of 2012]
Truck traffic:3% 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.3 tons [62.1 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:92.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,555,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201592.2Not deficientExcellentGoodGood6280
April 201389.2Structurally deficientPoorSatisfactoryGood5800
June 201188.6Functionally obsoleteFairSatisfactorySatisfactory4800
June 200988.6Functionally obsoleteFairSatisfactorySatisfactory4800
June 200788.6Functionally obsoleteFairSatisfactorySatisfactory4800
June 200588.8Functionally obsoleteFairSatisfactorySatisfactory3900
June 200388.8Functionally obsoleteFairSatisfactorySatisfactory3900
October 200286.7Functionally obsoleteFairSatisfactorySatisfactory11150
October 200186.4Functionally obsoleteFairSatisfactorySatisfactory12110
October 200086.4Functionally obsoleteFairSatisfactorySatisfactory12110
August 199988.2Functionally obsoleteSatisfactorySatisfactorySatisfactory16280
October 199888.2Functionally obsoleteSatisfactorySatisfactorySatisfactory16280
August 199688.2Functionally obsoleteGoodSatisfactorySatisfactory16280
February 199687.9Not deficientGoodSatisfactorySatisfactory16280
December 199487.9Not deficientGoodSatisfactorySatisfactory16280
February 199490.4Not deficientVery GoodGoodSatisfactory8170
December 199290.4Not deficientGoodVery GoodSatisfactory8170
January 199290.4Not deficientGoodVery GoodVery Good8170