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RTE 281 over FACTORY BROOK

Map 

Coordinates:
+42.64337, -76.18845
42°38'36" N, 76°11'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 281 over FACTORY BROOK
Structure number:000000001044420
Location:0.7 MI N JCT RTS 90 + 281
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:46.9 ft. [14.3 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1946
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:9,519 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:89.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$205,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201589.6Not deficientFairSatisfactorySatisfactory9519
October 201389.6Not deficientFairSatisfactorySatisfactory8967
November 201189.6Not deficientFairSatisfactorySatisfactory9900
October 200992.5Not deficientFairSatisfactorySatisfactory9883
November 200792.4Not deficientFairGoodSatisfactory10852
December 200593.4Not deficientFairGoodSatisfactory10852
November 200393.4Not deficientFairGoodSatisfactory10852
November 200193.4Not deficientFairGoodSatisfactory10689
November 199993.4Not deficientFairGoodSatisfactory10473
November 199788.0Not deficientFairSatisfactorySatisfactory11166
December 199574.3Structurally deficientPoorFairFair11166
October 199378.4Structurally deficientPoorFairFair4950
October 199159.4Structurally deficientPoorFairPoor10912