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LRD E RIVER RD over ELK CREEK

Map

Coordinates:
+43.46770, -90.68918
43°28'04" N, 90°41'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LRD E RIVER RD over ELK CREEK
Structure number:P62027900000000
Location:0.1M W JCT CTH U
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:50.2 ft. [15.3 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:18.7 ft. [5.7 m]
Owner:Town or Township Highway Agency [03]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:47 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:44.9 tons [40.8 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:75.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$235,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201675.2FairFairFairFairFO47
May 201468.2FairFairFairFairFO40
May 201270.3FairFairFairFairFO40
May 201070.3FairFairFairFairFO40
May 200870.3FairFairFairFairFO40
May 200671.3FairSatisfactoryFairFairFO40
May 200455.3PoorSatisfactoryFairPoorSD40
April 200255.3PoorSatisfactoryFairPoorSD40
April 200059.3PoorGoodFairPoorSD40
May 199855.3PoorGoodFairPoorSD40
July 199675.3FairVery GoodSatisfactoryFairFO40
September 199475.7FairVery GoodVery GoodFairFO40
December 199285.7FairFairGoodSatisfactoryFO40
November 199085.7FairFairGoodSatisfactoryFO40