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CTH F over HILLS CREEK

Map 

Coordinates:
+43.69580, -90.36637
43°41'45" N, 90°21'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH F over HILLS CREEK
Structure number:B62011700000000
Location:1.6M W JCT CTH WW
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:46.9 ft. [14.3 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1991
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:Good
Status:Open, no restriction [A]
Average daily traffic:390 [as of 2015]
Truck traffic:12% of total traffic
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201691.5GoodGoodGoodGood-390
October 201494.5GoodGoodGoodGood-360
October 201294.5GoodVery GoodVery GoodVery Good-360
October 201094.5GoodVery GoodVery GoodVery Good-360
October 200894.5GoodVery GoodVery GoodVery Good-360
October 200694.5GoodVery GoodVery GoodVery Good-360
October 200494.5GoodVery GoodVery GoodVery Good-360
October 200294.5GoodVery GoodVery GoodVery Good-360
October 200094.5GoodVery GoodVery GoodVery Good-360
May 199894.5GoodVery GoodVery GoodVery Good-360
September 199694.6GoodVery GoodVery GoodVery Good-320
May 199499.6GoodExcellentExcellentExcellent-320
October 199299.5GoodVery GoodExcellentVery Good-350
November 199199.5GoodVery GoodExcellentVery Good-350