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RTE 10 over WRIGHT BROOK

Map

Coordinates:
+42.33314, -74.80743
42°19'59" N, 74°48'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 10 over WRIGHT BROOK
Structure number:000000001007790
Location:7.7 MI NE JCT RTS 10 & 28
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:42.0 ft. [12.8 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1999
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:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,173 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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:83.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,248,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairGoodGood217383.8
April 2015FairFairGoodGood219883.7
May 2013FairFairGoodVery Good211684.1
May 2011FairFairGoodGood210084.2
July 2009FairFairGoodVery Good187586.5
July 2007FairFairGoodVery Good187586.5
June 2005FairFairGoodVery Good253881.9
September 2003FairSatisfactoryGoodVery Good253883.1
July 2001GoodGoodGoodExcellent253883.1
November 1999GoodExcellentExcellentExcellent140290.0
June 1997Poor-PoorFair143247.0
April 1995Poor-PoorPoor143252.3
July 1993Poor-PoorPoor290038.0
May 1991Poor-PoorPoor141152.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.527527000
Deck
Reinforced Concrete Decksq. ft.2,16302,16300
Wearing Surfacessq. ft.1,64101,64100
Substructure
Reinforced Concrete Abutmentlinear ft.116116000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8887010