+42.51066, -76.19247
42°30'38" N, 76°11'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 392 over VIRGIL CREEK
Structure number:000000001034380
Location:0.1 MI E OF VIRGIL RTE90
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:27.9 ft. [8.5 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,368 [as of 2014]
Truck traffic:6% of total traffic
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
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:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:86.6 tons [78.7 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:95.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$227,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201595.7Good-ExcellentExcellent-1368
September 201396.7Good-ExcellentExcellent-1368
September 201196.7Good-ExcellentExcellent-1180
September 200996.7Good-ExcellentExcellent-1222
October 200738.5Good-ExcellentExcellent-1483
October 200538.6Good-ExcellentExcellent-1211
August 200458.9PoorFairPoorPoorSD1211
August 200359.9PoorSatisfactoryPoorPoorSD1211
August 200259.9PoorSatisfactoryPoorPoorSD1153
October 200159.9PoorSatisfactoryPoorPoorSD1153
October 200056.9PoorPoorPoorPoorSD1153
October 199957.9PoorPoorPoorPoorSD919
October 199856.9PoorPoorPoorPoorSD1025
October 199759.9Poor-PoorPoorSD1025
October 199660.8Poor-PoorPoorSD1025
October 199558.9Poor-PoorPoorSD1383
September 199458.9Poor-PoorPoorSD1275
September 199359.9Poor-PoorPoorSD1275
October 199259.9Poor-PoorPoorSD1275
October 199159.9Poor-PoorPoorSD1275