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LRD MILL ST over WHITE RIVER

Map 

Coordinates:
+42.66500, -88.31833
42°39'54" N, 88°19'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD MILL ST over WHITE RIVER
Structure number:B64026000000000
Location:0.5M S JCT STH 36
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:60.4 ft. [18.4 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:Town or Township Highway Agency [03]
Year built:1938
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:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Posted for load [P]
Average daily traffic:1,620 [as of 2015]
Deck condition:Critical [2 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:32.3 tons [29.4 metric tons]
Inventory rating:19.6 tons [17.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:41.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$383,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201541.9Structurally deficientCriticalPoorFair1620
August 201442.0Structurally deficientCriticalPoorFair1500
August 201254.2Structurally deficientSeriousFairSatisfactory1500
August 201056.2Structurally deficientPoorFairSatisfactory1500
August 200856.2Structurally deficientPoorFairSatisfactory1500
August 200656.2Structurally deficientPoorFairSatisfactory1500
November 200458.2Not deficientFairFairSatisfactory1500
November 200256.2Structurally deficientPoorFairSatisfactory1500
May 200066.3Structurally deficientPoorSatisfactorySatisfactory1500
August 199872.7Structurally deficientPoorSatisfactorySatisfactory700
November 199674.7Not deficientFairGoodSatisfactory700
July 199477.1Not deficientVery GoodVery GoodSatisfactory700
May 199276.1Not deficientFairVery GoodVery Good700
September 199076.1Not deficientFairVery GoodVery Good700