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STH 145 SB-W FOND over LRD FLAGG AVE

Map 

Coordinates:
+43.12672, -88.02061
43°07'36" N, 88°01'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 145 SB-W FOND over LRD FLAGG AVE
Structure number:B40027800000000
Location:2.9M S JCT USH 41 TO S
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:76.4 ft. [23.3 m]
Total length:303.2 ft. [92.4 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1993
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:5
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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
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:96.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201496.6Not deficientSatisfactorySatisfactorySatisfactory12000
July 201294.6Not deficientSatisfactorySatisfactorySatisfactory12000
July 201095.1Not deficientSatisfactorySatisfactorySatisfactory8410
July 200895.1Not deficientSatisfactorySatisfactorySatisfactory8410
June 200695.1Not deficientSatisfactorySatisfactorySatisfactory8410
July 200495.1Not deficientSatisfactorySatisfactorySatisfactory8410
July 200295.1Not deficientSatisfactorySatisfactorySatisfactory8410
June 200094.1Not deficientGoodSatisfactorySatisfactory11600
July 199992.1Not deficientGoodSatisfactorySatisfactory16700
June 199891.1Not deficientGoodSatisfactorySatisfactory16700
October 199691.1Not deficientSatisfactoryGoodGood16700
March 199593.8Not deficientGoodGoodGood16700
February 199493.8Not deficientGoodGoodGood8140
July 199288.2Structurally deficientCriticalSatisfactorySatisfactory8140
March 199161.2Structurally deficientCriticalPoorSatisfactory8140