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STH 100 SB-BROWN D over CNW RR

Map 

Coordinates:
+43.17777, -88.04905
43°10'40" N, 88°02'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 100 SB-BROWN D over CNW RR
Structure number:B40049100000000
Location:2.2M S JCT STH 181
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:101.1 ft. [30.8 m]
Total length:523.3 ft. [159.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1976
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:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:8,400 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:68.3 tons [62.1 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:81.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201481.5Not deficientGoodGoodSatisfactory8400
October 201281.0Not deficientGoodGoodSatisfactory8400
October 201080.0Not deficientGoodGoodSatisfactory10600
October 200880.0Not deficientVery GoodGoodSatisfactory10600
October 200680.0Not deficientVery GoodGoodGood9260
February 200580.0Not deficientVery GoodGoodGood9260
July 200279.0Not deficientFairSatisfactorySatisfactory9260
November 200079.0Not deficientFairGoodGood11550
July 199977.0Not deficientFairGoodGood24000
August 199873.0Functionally obsoleteFairGoodGood24000
April 199674.0Functionally obsoleteSatisfactoryGoodGood24000
February 199678.0Not deficientGoodGoodGood24000
January 199578.0Not deficientGoodGoodGood24000
February 199478.0Not deficientGoodGoodGood7450
February 199367.0Not deficientSatisfactoryVery GoodFair7450
January 199267.0Not deficientSatisfactoryVery GoodFair7450