Share:

SNAKE RD over TONGUE STREAM

Map 

Coordinates:
+40.91833, -82.55833
40°55'06" N, 82°33'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SNAKE RD over TONGUE STREAM
Structure number:7032528
Location:0.6MI E.OF GANGES 5 PTS.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.7 ft. [6.6 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1968
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: October 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:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 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 assessed or calculated scour condition. [5]
Operating rating:34.1 tons [31.0 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:33.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$160,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201633.4PoorPoorFairSeriousSD324
July 201546.7PoorSatisfactoryFairSeriousSD72
July 201451.0PoorSatisfactoryFairSeriousSD72
September 201346.5PoorSatisfactoryFairSeriousSD72
July 201253.4PoorSatisfactorySatisfactoryPoorSD72
November 201153.4PoorSatisfactorySatisfactoryPoorSD72
June 201053.4PoorSatisfactorySatisfactoryPoorSD72
November 200953.4PoorSatisfactorySatisfactoryPoorSD72
July 200869.4FairSatisfactorySatisfactoryFair-72
October 200769.4FairSatisfactorySatisfactoryFair-72
October 200679.4FairSatisfactorySatisfactorySatisfactory-72
June 200579.4FairSatisfactorySatisfactorySatisfactory-72
July 200479.4FairSatisfactorySatisfactorySatisfactory-72
December 200179.4FairSatisfactorySatisfactorySatisfactory-72
September 200079.4FairSatisfactorySatisfactorySatisfactory-72
August 199979.4FairSatisfactorySatisfactorySatisfactory-72
November 199879.4FairSatisfactoryGoodSatisfactory-72
July 199779.4FairSatisfactoryGoodSatisfactory-72
July 199679.4FairSatisfactoryGoodGood-72
July 199579.4FairSatisfactorySatisfactorySatisfactory-72
July 199479.4FairSatisfactorySatisfactorySatisfactory-72
May 199379.4FairSatisfactorySatisfactorySatisfactory-72
May 199252.4PoorFairSatisfactoryPoorSD72
May 199179.4FairSatisfactoryGoodSatisfactory-72