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GRAVES ROAD over GENESEE RIVER

Map 

Coordinates:
+42.02463, -77.90532
42°01'29" N, 77°54'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GRAVES ROAD over GENESEE RIVER
Structure number:000000002215190
Location:0.7 MI NW OF SHONGO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:77.8 ft. [23.7 m]
Total length:79.7 ft. [24.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:10°
Owner:Town or Township Highway Agency [03]
Year built:1975
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 2012 

Status:Open, no restriction [A]
Average daily traffic:210 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:51.9 tons [47.2 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:60.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,400,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201260.4Structurally deficientGoodSatisfactoryPoor210
October 201162.4Structurally deficientGoodSatisfactoryPoor210
August 201062.4Structurally deficientGoodSatisfactoryPoor207
October 200962.4Structurally deficientGoodSatisfactoryPoor207
October 200841.8Structurally deficientGoodGoodSerious347
November 200741.8Structurally deficientGoodSatisfactorySerious347
November 200641.8Structurally deficientGoodSatisfactorySerious347
October 200541.8Structurally deficientGoodSatisfactorySerious347
October 200441.8Structurally deficientGoodSatisfactorySerious347
October 200341.8Structurally deficientGoodSatisfactorySerious347
September 200244.3Structurally deficientGoodSatisfactorySerious222
August 200161.4Structurally deficientGoodSatisfactoryPoor222
October 200061.4Structurally deficientGoodSatisfactoryPoor222
September 199961.4Structurally deficientVery GoodSatisfactoryPoor222
September 199893.9Functionally obsoleteVery GoodSatisfactorySatisfactory84
September 199784.9Not deficientVery GoodSatisfactoryFair84
July 199670.7Structurally deficientVery GoodFairPoor84
October 199566.7Structurally deficientVery GoodPoorPoor84
September 199468.8Structurally deficientVery GoodPoorPoor60
October 199268.8Structurally deficientVery GoodPoorPoor60
October 199150.0Structurally deficientPoorPoorSerious60