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SHAUCK RD over CEDAR FORK

Map 

Coordinates:
+40.66167, -82.64167
40°39'42" N, 82°38'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SHAUCK RD over CEDAR FORK
Structure number:7032048
Location:0.2 N OF KINGS CORNERS RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:15.1 ft. [4.6 m]
Owner:County Highway Agency [02]
Year built:1940
Year reconstructed:1987
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:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:324 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:7.2 tons [6.5 metric tons]
Inventory rating:3.6 tons [3.3 metric tons]
Sufficiency rating:19.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$165,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201619.2PoorSatisfactoryPoorSatisfactorySD324
September 201522.9PoorSatisfactoryPoorSatisfactorySD95
May 201452.0PoorSatisfactoryPoorSatisfactorySD95
June 201322.9PoorGoodPoorSatisfactorySD47
April 201222.9PoorGoodPoorSatisfactorySD47
August 201122.9PoorGoodPoorSatisfactorySD47
June 201022.9FairGoodFairSatisfactorySD47
June 200922.9FairGoodFairSatisfactorySD47
July 200822.9FairGoodFairSatisfactorySD47
March 200722.9FairGoodFairSatisfactorySD47
October 200622.9FairGoodFairSatisfactorySD47
July 200525.3FairSatisfactorySatisfactorySatisfactorySD47
August 200425.3FairSatisfactorySatisfactorySatisfactorySD47
September 200225.3FairGoodSatisfactorySatisfactorySD47
October 200125.3FairGoodSatisfactorySatisfactorySD47
August 200025.3FairGoodSatisfactorySatisfactorySD47
September 199925.3FairGoodSatisfactorySatisfactorySD47
September 199825.3FairGoodSatisfactorySatisfactorySD47
September 199725.3FairGoodSatisfactorySatisfactorySD47
September 199625.3FairGoodSatisfactorySatisfactorySD47
October 199525.3FairGoodSatisfactorySatisfactory-47
August 199425.3FairGoodSatisfactorySatisfactory-47
September 199325.3FairGoodSatisfactorySatisfactory-47
September 199125.3FairSatisfactorySatisfactorySatisfactory-47