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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 2014 

Status:Open, no restriction [A]
Average daily traffic:1,150 [as of 2012]
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 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