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CTH H over JACKSON CREEK

Map 

Coordinates:
+42.62000, -88.41333
42°37'12" N, 88°24'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH H over JACKSON CREEK
Structure number:B64016900000000
Location:2.1N JCT CTH NN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:50.5 ft. [15.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:County Highway Agency [02]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:4,400 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:82.6 tons [75.1 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:99.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201499.8Not deficientGoodGoodVery Good4400
August 201299.8Not deficientVery GoodVery GoodVery Good4400
August 201099.8Not deficientVery GoodVery GoodVery Good4400
August 200899.8Not deficientVery GoodVery GoodVery Good4400
March 200799.8Not deficientVery GoodVery GoodVery Good4400