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CTH Q over BRANCH BARABOO RIVER

Map 

Coordinates:
+43.63835, -90.35202
43°38'18" N, 90°21'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH Q over BRANCH BARABOO RIVER
Structure number:B62016900000000
Location:0.7M S JCT STH 80
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:49.9 ft. [15.2 m]
Total length:52.8 ft. [16.1 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:460 [as of 2012]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:41.0 tons [37.3 metric tons]
Sufficiency rating:94.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201494.9Not deficientGoodGoodGood460
September 201294.9Not deficientVery GoodVery GoodVery Good460
September 201094.9Not deficientVery GoodVery GoodVery Good460
September 200894.9Not deficientExcellentVery GoodVery Good460
September 200694.9Not deficientExcellentVery GoodVery Good460
September 200494.9Not deficientExcellentExcellentExcellent460
September 200294.9Not deficientExcellentExcellentExcellent460
September 200094.9Not deficientExcellentExcellentExcellent460
September 199894.9Not deficientExcellentExcellentExcellent460
199994.9Not deficient---460