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LRD ELM DR (DEAD E over CHIPMUNK COULEE CREEK

Map 

Coordinates:
+43.72385, -91.17537
43°43'26" N, 91°10'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD ELM DR (DEAD E over CHIPMUNK COULEE CREEK
Structure number:B62021300000000
Location:0.1M S JCT CTH K
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:76.1 ft. [23.2 m]
Total length:78.4 ft. [23.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:2002
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:150 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:94.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201494.5Not deficientGoodGoodGood150
May 201294.5Not deficientGoodGoodVery Good150
May 201094.5Not deficientGoodGoodVery Good150
May 200894.5Not deficientVery GoodVery GoodVery Good150
May 200694.5Not deficientExcellentExcellentExcellent150
May 200494.5Not deficientExcellentExcellentExcellent150
December 200294.5Not deficientExcellentExcellentExcellent150