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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 2014 

Status:Open, no restriction [A]
Average daily traffic:10 [as of 2012]
Truck traffic:12% of total traffic
Deck condition:Good [7 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201498.0Not deficientGoodSatisfactoryGood10
May 201298.0Not deficientSatisfactoryGoodGood10
May 201098.0Not deficientSatisfactoryGoodGood10
May 200898.0Not deficientGoodGoodGood10
May 200698.0Not deficientVery GoodVery GoodVery Good10
May 200498.0Not deficientVery GoodVery GoodVery Good10
April 200298.0Not deficientVery GoodVery GoodVery Good10
May 200098.0Not deficientVery GoodVery GoodVery Good10
June 199898.0Not deficientVery GoodVery GoodVery Good10
July 199698.0Not deficientExcellentExcellentExcellent10
May 199498.0Not deficientExcellentExcellentExcellent10
November 199398.0Not deficientExcellentExcellentExcellent10