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USH 45 NB-STH 100 over CNW RR

Map 

Coordinates:
+43.12072, -88.05726
43°07'15" N, 88°03'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:USH 45 NB-STH 100 over CNW RR
Structure number:B40036600000000
Location:2.3M N JCT STH 190 (G)
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:60.4 ft. [18.4 m]
Total length:157.8 ft. [48.1 m]
Roadway width between curbs:57.7 ft. [17.6 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Vertical clearance below bridge:24.3 ft. [7.4 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2001
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:55,800 [as of 2012]
Truck traffic:9% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
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:88.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201488.2Not deficientGoodGoodGood55800
April 201288.5Not deficientVery GoodGoodVery Good55800
April 201089.3Not deficientVery GoodSatisfactoryGood53000
May 200889.3Not deficientVery GoodSatisfactoryGood57000
August 200689.3Not deficientVery GoodSatisfactoryGood57510
August 200489.3Not deficientVery GoodSatisfactoryGood57510
August 200290.0Not deficientVery GoodSatisfactoryGood57510
August 200190.0Not deficientVery GoodSatisfactoryGood57510
September 200079.3Not deficientFairFairGood57510
July 199988.3Not deficientFairSatisfactoryGood101415
April 199884.3Functionally obsoleteFairSatisfactoryGood101415
August 199674.3Functionally obsoleteSatisfactoryFairGood101415
March 199589.2Not deficientGoodVery GoodGood101415
April 199489.2Not deficientGoodVery GoodGood101415
April 199389.2Not deficientSatisfactoryVery GoodSatisfactory30990
July 199278.2Not deficientSatisfactoryVery GoodFair30990
March 199178.2Not deficientSatisfactoryVery GoodFair30990