Share:

LRD MAPLEDALE RD over BISHOP BRANCH

Map 

Coordinates:
+43.56355, -90.84373
43°33'49" N, 90°50'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD MAPLEDALE RD over BISHOP BRANCH
Structure number:P62024300000000
Location:1.9M N JCT STH 56
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:39.4 ft. [12.0 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Skew angle:45°
Owner:Town or Township Highway Agency [03]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans 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:175 [as of 2012]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:46.8 tons [42.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$191,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201457.8Functionally obsoleteFairFairSatisfactory175
May 201272.8Functionally obsoleteFairSatisfactorySatisfactory175
May 201072.8Functionally obsoleteFairSatisfactorySatisfactory175
May 200872.8Functionally obsoleteFairSatisfactorySatisfactory175
May 200673.8Functionally obsoleteSatisfactorySatisfactoryGood175
May 200473.8Functionally obsoleteSatisfactorySatisfactoryGood175
April 200273.8Functionally obsoleteSatisfactorySatisfactoryGood175
April 200077.8Not deficientSatisfactorySatisfactoryGood175
May 199873.8Functionally obsoleteSatisfactorySatisfactoryVery Good175
July 199677.8Not deficientSatisfactorySatisfactoryVery Good175
November 199477.8Not deficientSatisfactorySatisfactoryVery Good175
December 199277.8Not deficientSatisfactorySatisfactoryGood175
August 199077.8Not deficientSatisfactorySatisfactoryGood175