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LOCAL ROAD over CANOE CREEK

Map 

Coordinates:
+43.35556, -91.67500
43°21'20" N, 91°40'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over CANOE CREEK
Structure number:000000000348390
Location:099073304
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:149.9 ft. [45.7 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:15.7 ft. [4.8 m]
Vertical clearance above deck:20.3 ft. [6.2 m]
Owner:County Highway Agency [02]
Year built:1908
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]

Latest Available Inspection: April 2015 

Status:Posted for load [P]
Average daily traffic:50 [as of 2013]
Truck traffic:18% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:13.4 tons [12.2 metric tons]
Inventory rating:8.5 tons [7.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:22.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201522.1Structurally deficientPoorPoorPoor50
April 201422.1Structurally deficientPoorPoorSerious50
March 201322.1Structurally deficientPoorPoorSerious40
March 201222.1Structurally deficientPoorPoorSerious40
March 201022.1Structurally deficientPoorPoorSerious40
March 200922.1Structurally deficientPoorPoorPoor40
April 200724.2Structurally deficientFairFairPoor40
April 200624.2Structurally deficientFairFairPoor40
April 200428.3Functionally obsoleteFairFairFair40
February 200228.3Functionally obsoleteFairFairFair40
March 200028.3Functionally obsoleteFairFairFair40
February 199829.0Functionally obsoleteSatisfactoryFairSatisfactory40
March 199725.0Functionally obsoleteGoodFairSatisfactory40
July 199625.0Functionally obsoleteGoodFairSatisfactory40
April 199425.1Functionally obsoleteGoodFairSatisfactory40
December 199118.2Structurally deficientPoorFairSatisfactory35
June 199018.2Structurally deficientPoorSatisfactorySatisfactory35