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LRD SEBRANEK LN (D over WEST BR BARABOO RIVER

Map

Coordinates:
+43.65450, -90.36618
43°39'16" N, 90°21'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LRD SEBRANEK LN (D over WEST BR BARABOO RIVER
Structure number:B62015700000000
Location:0.3M W JCT STH 33
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:36.1 ft. [11.0 m]
Total length:74.2 ft. [22.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built: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: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:10 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:84.4 tons [76.7 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:94.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201694.9FairSatisfactorySatisfactoryGood-10
May 201498.0FairGoodSatisfactoryGood-10
May 201298.0FairSatisfactoryGoodGood-10
May 201098.0FairSatisfactoryGoodGood-10
May 200898.0GoodGoodGoodGood-10
May 200698.0GoodVery GoodVery GoodVery Good-10
May 200498.0GoodVery GoodVery GoodVery Good-10
April 200298.0GoodVery GoodVery GoodVery Good-10
May 200098.0GoodVery GoodVery GoodVery Good-10
June 199898.0GoodVery GoodVery GoodVery Good-10
July 199698.0GoodExcellentExcellentExcellent-10
May 199498.0GoodExcellentExcellentExcellent-10
November 199398.0GoodExcellentExcellentExcellent-10