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LRD MACKEINY RD over BR TAINTER CREEK

Map 

Coordinates:
+43.44512, -90.92010
43°26'42" N, 90°55'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD MACKEINY RD over BR TAINTER CREEK
Structure number:P62091100000000
Location:1.6M E JCT STH 27
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.3 ft. [7.4 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:11°
Owner:Town or Township Highway Agency [03]
Year built:1935
Year reconstructed:1981
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:Gravel [8]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:47 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:28.7 tons [26.1 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:40.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$137,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201640.9PoorSatisfactorySeriousSeriousSD47
May 201551.1PoorSatisfactoryPoorSeriousSD47
May 201468.1PoorSatisfactoryPoorPoorSD40
May 201269.3PoorSatisfactoryPoorPoorSD40
May 201085.3FairSatisfactoryFairFair-40
May 200969.3PoorSatisfactoryPoorFairSD40
May 200869.3PoorGoodPoorFairSD40
May 200669.3PoorGoodPoorFairSD40
May 200485.3FairGoodFairFair-40
April 200269.3PoorVery GoodFairPoorSD40
April 200069.3PoorVery GoodVery GoodPoorSD40
May 199869.3PoorVery GoodVery GoodPoorSD40
July 199669.3PoorVery GoodVery GoodPoorSD40
May 199496.2FairVery GoodVery GoodSatisfactory-40
September 199296.2FairVery GoodVery GoodSatisfactory-40
December 199096.2FairVery GoodVery GoodSatisfactory-40