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LRD SHERIDAN SPRIN over WHITE R

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD SHERIDAN SPRIN over WHITE R
Structure number:B64016600000000
Location:0.1 MI S OF BUCKBY ROAD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:64.0 ft. [19.5 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:25°
Owner:Town or Township Highway Agency [03]
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:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016 

Status:Open, no restriction [A]
Average daily traffic:1,207 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:90.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201690.8Not deficientGoodVery GoodVery Good1207
August 201490.8Not deficientGoodVery GoodVery Good1150
August 201290.8Not deficientVery GoodVery GoodVery Good1150
August 201090.8Not deficientVery GoodVery GoodVery Good1150
August 200890.8Not deficientExcellentExcellentExcellent1150
August 200690.8Not deficientExcellentExcellentExcellent1150
March 200690.8Not deficientExcellentExcellentExcellent1150