Share:

LRD W ATKINSON AVE over IH 43-N-S FREEWAY

Map 

Coordinates:
+43.08259, -87.92034
43°04'57" N, 87°55'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W ATKINSON AVE over IH 43-N-S FREEWAY
Structure number:B40007200000000
Location:0.9M S JCT STH 190
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:72.8 ft. [22.2 m]
Total length:217.5 ft. [66.3 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2002
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:12,500 [as of 2014]
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:71.8 tons [65.3 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,694,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201593.1Functionally obsoleteGoodSatisfactorySatisfactory12500
March 201393.9Functionally obsoleteGoodSatisfactorySatisfactory7100
March 201190.2Functionally obsoleteGoodSatisfactorySatisfactory11900
March 200990.2Not deficientVery GoodSatisfactorySatisfactory11900
March 200789.9Not deficientVery GoodSatisfactorySatisfactory13900
June 200589.9Not deficientVery GoodGoodSatisfactory13900
June 200389.9Not deficientVery GoodGoodSatisfactory13900
October 200289.6Not deficientVery GoodGoodSatisfactory16100
November 200142.2Structurally deficientPoorFairSerious16100
July 200042.2Structurally deficientPoorFairSerious16100
November 199946.5Structurally deficientPoorFairSerious4269
March 199846.5Structurally deficientPoorFairSerious4269
November 199646.5Structurally deficientPoorFairSerious4269
January 199650.6Structurally deficientFairFairSerious4269
January 199548.6Structurally deficientPoorPoorSerious4269
February 199450.6Structurally deficientFairPoorSerious4269
February 199348.6Structurally deficientPoorPoorSerious4269
January 199248.6Structurally deficientPoorSatisfactorySerious4269