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CTH F over BILLINGS CREEK

Map 

Coordinates:
+43.68808, -90.56895
43°41'17" N, 90°34'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH F over BILLINGS CREEK
Structure number:B62018100000000
Location:0.2M W JCT STH 33
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:42.7 ft. [13.0 m]
Total length:45.3 ft. [13.8 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Owner:County Highway Agency [02]
Year built:2000
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:110 [as of 2012]
Truck traffic:11% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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:79.0 tons [71.8 metric tons]
Inventory rating:46.3 tons [42.1 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201499.9Not deficientVery GoodVery GoodVery Good110
October 201299.9Not deficientVery GoodVery GoodExcellent110
October 201099.9Not deficientExcellentExcellentExcellent110
October 200899.9Not deficientExcellentExcellentExcellent110
October 200699.9Not deficientExcellentExcellentExcellent110
December 200499.9Not deficientExcellentExcellentExcellent110
December 200299.9Not deficientExcellentExcellentExcellent110
November 200099.9Not deficientExcellentExcellentExcellent110