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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 2015 

Status:Open, no restriction [A]
Average daily traffic:47 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 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:53.9 tons [49.0 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:51.1
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. ratingEvaluationDeckSuper.Sub.ADT
May 201551.1Structurally deficientSatisfactoryPoorSerious47
May 201468.1Structurally deficientSatisfactoryPoorPoor40
May 201269.3Structurally deficientSatisfactoryPoorPoor40
May 201085.3Not deficientSatisfactoryFairFair40
May 200969.3Structurally deficientSatisfactoryPoorFair40
May 200869.3Structurally deficientGoodPoorFair40
May 200669.3Structurally deficientGoodPoorFair40
May 200485.3Not deficientGoodFairFair40
April 200269.3Structurally deficientVery GoodFairPoor40
April 200069.3Structurally deficientVery GoodVery GoodPoor40
May 199869.3Structurally deficientVery GoodVery GoodPoor40
July 199669.3Structurally deficientVery GoodVery GoodPoor40
May 199496.2Not deficientVery GoodVery GoodSatisfactory40
September 199296.2Not deficientVery GoodVery GoodSatisfactory40
December 199096.2Not deficientVery GoodVery GoodSatisfactory40