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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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:448 [as of 2015]
Deck condition:Fair [5 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:83.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201683.0FairFairFairGood-448
May 201481.9FairSatisfactoryFairGood-400
May 201292.9FairSatisfactorySatisfactoryGood-400
May 201092.9FairSatisfactorySatisfactoryGood-400
May 200892.9FairSatisfactorySatisfactoryGood-400
May 200692.9GoodGoodVery GoodVery Good-400
May 200492.9GoodGoodVery GoodVery Good-400
April 200292.9GoodVery GoodVery GoodVery Good-400
May 200092.9GoodVery GoodVery GoodVery Good-400
June 199892.9GoodVery GoodVery GoodVery Good-400
July 199692.9GoodVery GoodVery GoodExcellent-400
May 199497.9GoodVery GoodExcellentExcellent-400
March 199397.9GoodVery GoodExcellentExcellent-400
January 199397.9GoodVery GoodVery GoodVery Good-400