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RTE 242 over BEAVER MEADOWS CK

Map

Coordinates:
+42.32089, -78.60705
42°19'15" N, 78°36'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 242 over BEAVER MEADOWS CK
Structure number:000000001042790
Location:JCT SH 240 & SH 242
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.1 ft. [11.6 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:2002
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:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,278 [as of 2016]
Truck traffic:19% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$366,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodVery GoodVery GoodGood127894.0
June 2014GoodVery GoodVery GoodVery Good120794.1
May 2012GoodExcellentExcellentVery Good116094.1
May 2010GoodExcellentExcellentVery Good115894.1
July 2008GoodExcellentExcellentVery Good115194.1
August 2006GoodExcellentExcellentVery Good114394.1
July 2004GoodExcellentExcellentVery Good114394.1
December 2002GoodExcellentExcellentExcellent102995.2
April 2000PoorPoorFairFair102981.0
June 1998PoorPoorFairFair102981.0
July 1996PoorPoorPoorPoor102263.7
August 1994PoorPoorPoorPoor102262.7
August 1992PoorPoorPoorPoor97762.8
July 1990PoorPoorFairPoor97762.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.396396000
Deck
Prestressed Concrete Top Flangesq. ft.1,5351,535000
Wearing Surfacessq. ft.1,5551,5150400
Substructure
Reinforced Concrete Abutmentlinear ft.9590050
Reinforced Concrete Pile Cap/Footinglinear ft.6161000
Joints
Pourable Jointlinear ft.7807800
Bearings
Elastomeric Bearingeach2020000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8080000
Steel Protective Coatingsq. ft.550550000