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LRD E MILL ST over S BR BARABOO RIVER

Map 

Coordinates:
+43.65010, -90.33665
43°39'00" N, 90°20'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD E MILL ST over S BR BARABOO RIVER
Structure number:B62014400000000
Location:0.2M E JCT STH 33
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1992
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:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:400 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:70.1 tons [63.7 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:81.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201481.9Not deficientSatisfactoryFairGood400
May 201292.9Not deficientSatisfactorySatisfactoryGood400
May 201092.9Not deficientSatisfactorySatisfactoryGood400
May 200892.9Not deficientSatisfactorySatisfactoryGood400
May 200692.9Not deficientGoodVery GoodVery Good400
May 200492.9Not deficientGoodVery GoodVery Good400
April 200292.9Not deficientVery GoodVery GoodVery Good400
May 200092.9Not deficientVery GoodVery GoodVery Good400
June 199892.9Not deficientVery GoodVery GoodVery Good400
July 199692.9Not deficientVery GoodVery GoodExcellent400
May 199497.9Not deficientVery GoodExcellentExcellent400
March 199397.9Not deficientVery GoodExcellentExcellent400
January 199397.9Not deficientVery GoodVery GoodVery Good400