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LRD WOJCHIK VALLEY over BR LITTLE WAUMANDEE CR

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD WOJCHIK VALLEY over BR LITTLE WAUMANDEE CR
Structure number:B06016900000000
Location:0.7M N JCT CTH E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:34.8 ft. [10.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:42.0 tons [38.2 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 2016100.0GoodExcellentExcellentExcellent-20
October 2014100.0GoodExcellentExcellentExcellent-20
October 201297.0GoodExcellentExcellentExcellent-20
October 201066.6GoodExcellentExcellentExcellent-20
July 200966.6GoodExcellentExcellentExcellent-20