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BISMARK HWY over SEBEWA CREEK

Map

Coordinates:
+42.69779, -85.00151
42°41'52" N, 85°00'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BISMARK HWY over SEBEWA CREEK
Structure number:000000000002409
Old structure number:23313H00003B010 (from 1992 edition)
Location:4 MI S OF SUNFIELD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:26.9 ft. [8.2 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1921
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: April 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:72 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Sufficiency rating:41.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$180,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201641.2PoorSatisfactoryPoorSatisfactorySD72
April 201541.2PoorSatisfactoryPoorSatisfactorySD72
April 201441.2PoorSatisfactoryPoorSatisfactorySD72
April 201341.2PoorSatisfactoryPoorSatisfactorySD46
April 201241.2PoorSatisfactoryPoorSatisfactorySD46
April 201124.4PoorSatisfactoryPoorSatisfactorySD46
May 200924.4PoorGoodPoorSatisfactorySD46
May 200740.2FairGoodSatisfactorySatisfactorySD46
July 200540.2FairGoodSatisfactorySatisfactorySD46
June 200340.2FairGoodSatisfactorySatisfactorySD46
July 200140.7FairGoodSatisfactorySatisfactorySD46
May 199945.7FairGoodSatisfactorySatisfactorySD46
June 199740.7FairSatisfactory-GoodSD46
July 199537.9FairGoodSatisfactorySatisfactorySD150
May 199342.0GoodGoodGoodGoodSD150
April 199142.0GoodGoodGoodGoodSD150