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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: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:499 [as of 2015]
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 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:94.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201694.6FairSatisfactorySatisfactoryGood-499
September 201494.9GoodGoodGoodGood-460
September 201294.9GoodVery GoodVery GoodVery Good-460
September 201094.9GoodVery GoodVery GoodVery Good-460
September 200894.9GoodExcellentVery GoodVery Good-460
September 200694.9GoodExcellentVery GoodVery Good-460
September 200494.9GoodExcellentExcellentExcellent-460
September 200294.9GoodExcellentExcellentExcellent-460
September 200094.9GoodExcellentExcellentExcellent-460
September 199894.9GoodExcellentExcellentExcellent-460