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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: September 2015 

Status:Posted for load [P]
Average daily traffic:95 [as of 2012]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:22.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$165,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201522.9Structurally deficientSatisfactoryPoorSatisfactory95
May 201452.0Structurally deficientSatisfactoryPoorSatisfactory95
June 201322.9Structurally deficientGoodPoorSatisfactory47
April 201222.9Structurally deficientGoodPoorSatisfactory47
August 201122.9Structurally deficientGoodPoorSatisfactory47
June 201022.9Structurally deficientGoodFairSatisfactory47
June 200922.9Structurally deficientGoodFairSatisfactory47
July 200822.9Structurally deficientGoodFairSatisfactory47
March 200722.9Structurally deficientGoodFairSatisfactory47
October 200622.9Structurally deficientGoodFairSatisfactory47
July 200525.3Structurally deficientSatisfactorySatisfactorySatisfactory47
August 200425.3Structurally deficientSatisfactorySatisfactorySatisfactory47
September 200225.3Structurally deficientGoodSatisfactorySatisfactory47
October 200125.3Structurally deficientGoodSatisfactorySatisfactory47
August 200025.3Structurally deficientGoodSatisfactorySatisfactory47
September 199925.3Structurally deficientGoodSatisfactorySatisfactory47
September 199825.3Structurally deficientGoodSatisfactorySatisfactory47
September 199725.3Structurally deficientGoodSatisfactorySatisfactory47
September 199625.3Structurally deficientGoodSatisfactorySatisfactory47
October 199525.3Not deficientGoodSatisfactorySatisfactory47
August 199425.3Not deficientGoodSatisfactorySatisfactory47
September 199325.3Not deficientGoodSatisfactorySatisfactory47
September 199125.3Not deficientSatisfactorySatisfactorySatisfactory47