Share:

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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:360 [as of 2012]
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:94.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201494.5Not deficientGoodGoodGood360
October 201294.5Not deficientVery GoodVery GoodVery Good360
October 201094.5Not deficientVery GoodVery GoodVery Good360
October 200894.5Not deficientVery GoodVery GoodVery Good360
October 200694.5Not deficientVery GoodVery GoodVery Good360
October 200494.5Not deficientVery GoodVery GoodVery Good360
October 200294.5Not deficientVery GoodVery GoodVery Good360
October 200094.5Not deficientVery GoodVery GoodVery Good360
May 199894.5Not deficientVery GoodVery GoodVery Good360
September 199694.6Not deficientVery GoodVery GoodVery Good320
May 199499.6Not deficientExcellentExcellentExcellent320
October 199299.5Not deficientVery GoodExcellentVery Good350
November 199199.5Not deficientVery GoodExcellentVery Good350