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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:21.0 ft. [6.4 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: July 2015 

Status:Posted for load [P]
Average daily traffic:72 [as of 1991]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:46.7
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. ratingEvaluationDeckSuper.Sub.ADT
July 201546.7Structurally deficientSatisfactoryFairSerious72
July 201451.0Structurally deficientSatisfactoryFairSerious72
September 201346.5Structurally deficientSatisfactoryFairSerious72
July 201253.4Structurally deficientSatisfactorySatisfactoryPoor72
November 201153.4Structurally deficientSatisfactorySatisfactoryPoor72
June 201053.4Structurally deficientSatisfactorySatisfactoryPoor72
November 200953.4Structurally deficientSatisfactorySatisfactoryPoor72
July 200869.4Not deficientSatisfactorySatisfactoryFair72
October 200769.4Not deficientSatisfactorySatisfactoryFair72
October 200679.4Not deficientSatisfactorySatisfactorySatisfactory72
June 200579.4Not deficientSatisfactorySatisfactorySatisfactory72
July 200479.4Not deficientSatisfactorySatisfactorySatisfactory72
December 200179.4Not deficientSatisfactorySatisfactorySatisfactory72
September 200079.4Not deficientSatisfactorySatisfactorySatisfactory72
August 199979.4Not deficientSatisfactorySatisfactorySatisfactory72
November 199879.4Not deficientSatisfactoryGoodSatisfactory72
July 199779.4Not deficientSatisfactoryGoodSatisfactory72
July 199679.4Not deficientSatisfactoryGoodGood72
July 199579.4Not deficientSatisfactorySatisfactorySatisfactory72
July 199479.4Not deficientSatisfactorySatisfactorySatisfactory72
May 199379.4Not deficientSatisfactorySatisfactorySatisfactory72
May 199252.4Structurally deficientFairSatisfactoryPoor72
May 199179.4Not deficientSatisfactoryGoodSatisfactory72