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RTE 200 over E BR OWEGO CREEK

Map 

Coordinates:
+42.41089, -76.20361
42°24'39" N, 76°12'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 200 over E BR OWEGO CREEK
Structure number:000000001040070
Location:0.1 MI E JCT RTS 38 + 200
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:79.7 ft. [24.3 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:299 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:59.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,488,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201459.3Structurally deficientFairFairPoor299
July 201254.4Structurally deficientSatisfactorySatisfactoryPoor300
July 201060.3Structurally deficientSatisfactorySatisfactoryPoor371
July 200876.3Not deficientSatisfactorySatisfactoryFair380
August 200677.3Not deficientGoodGoodFair369
September 200488.3Not deficientGoodGoodSatisfactory371
September 200288.3Not deficientGoodSatisfactorySatisfactory358
September 200077.2Not deficientGoodSatisfactoryFair341
July 199877.2Not deficientGoodSatisfactoryFair341
August 199661.4Structurally deficientSatisfactoryFairPoor308
August 199459.9Structurally deficientSatisfactoryFairPoor308
August 199259.9Structurally deficientSatisfactorySatisfactoryPoor307
July 199059.9Structurally deficientSatisfactorySatisfactoryPoor394