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TR-120A over RACCOON CREEK

Map

Coordinates:
+38.69906, -88.59282
38°41'57" N, 88°35'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR-120A over RACCOON CREEK
Structure number:013306000000000
Old structure number:000013306003184 (from 1992 edition)
Location:4 MI NE XENIA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:13.8 ft. [4.2 m]
Owner:Town or Township Highway Agency [03]
Year built:1922
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:Wood or Timber [7]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:25 [as of 2016]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Serious [3 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:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:22.8 tons [20.7 metric tons]
Inventory rating:13.5 tons [12.3 metric tons]
Sufficiency rating:19.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$60,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201719.9PoorSatisfactorySeriousSeriousSD25
January 201519.8PoorSatisfactoryFairSeriousSD50
January 201319.8PoorSatisfactoryFairSeriousSD50
January 201120.2PoorSatisfactoryFairSeriousSD50
January 200920.2PoorSatisfactoryFairSeriousSD50
January 200720.2PoorSatisfactoryFairSeriousSD59
February 200520.2PoorSatisfactorySatisfactorySeriousSD59
February 200320.2PoorSatisfactorySatisfactorySeriousSD59
January 200216.9PoorSeriousCriticalSeriousSD9
January 200016.9PoorSeriousSeriousSeriousSD9
200016.9PoorSeriousSeriousSeriousSD9
January 199816.9PoorSeriousSeriousSeriousSD9
January 199616.9PoorSeriousSeriousSeriousSD9
February 199416.9PoorPoorPoorPoorSD9
January 199216.9PoorPoorPoorPoorSD9