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CTH J over TAMARACK CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH J over TAMARACK CREEK
Structure number:B06015200000000
Location:0.5M N JCT CTH D
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:26.6 ft. [8.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2005
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:136 [as of 2015]
Truck traffic:4% 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: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:75.5 tons [68.6 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:99.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201699.9GoodGoodGoodVery Good-136
September 201499.9GoodVery GoodVery GoodVery Good-130
October 201297.9GoodVery GoodVery GoodVery Good-130
October 201099.9GoodVery GoodVery GoodVery Good-130
October 200899.9GoodVery GoodVery GoodVery Good-130
November 200799.9GoodVery GoodVery GoodExcellent-130
October 200699.9GoodVery GoodVery GoodExcellent-130
September 200599.9GoodExcellentExcellentExcellent-130